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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS J TERMITE CAST IN PLACE,CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, _ SHT NO: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HA E A MINIMUM COMPRESSIVE STRENGTH AT28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 FLORID I REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1 , AND AVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PRONTO D AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. A BU LDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BATS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION 2017 ( ) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 TREATMENTS FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN ATLLAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES • (ACI 530.13) A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" REINFORCING SHALL BE POSRIVELYSUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION. WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OFTHIS PRODUCT. iFOONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL • 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUSS FIRST CONTACT THE ENGINEER. OF RECORD FOR WRITTEN APPROVAL. 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 61h. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED. F303. .1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY VITAL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.7' EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING NITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (A). GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES INSTAL INSTALLATION OF THESE MATERIALS SHALL BE iN COMPLIANCE WITH ASTM C 926 AND ASTM C 1083 AND THE STRENGTH OF 1900 PSI fm = 1500 PSI ( ) . PROVISIONS OF THIS CODE. ' 2. MORTAR SHALL BE TYPE iS", CONFORMING TO ASTM C27012A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" T 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR 4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 1 i GAGE NAILS HAVING- A 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHE ON c NTER VERTICALLY WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 AND HORIZONTALLY (REF. 201.7 FRC R703.7.11. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-JOIST*** LL/480 71/240 GROUT INTO CELLS BELO . THE USE OF FELT PAPER AS ASTOP IS PROHIBITED. "TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER, 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE GOATS WHEN APPLIED OVER 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS.: - * *TL MAX 3/4" ** * TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-3.4. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL R703.7.3 WATER -RESISTIVE BARRIERS. GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED IN DEPENDENTLY NDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER. IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 20 LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 R703.4 FLASHING. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, 55 BOTTOM CHORD LL (OPT) _j ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SEX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 • EXTERIOR WINDOW/DOOR OPENINGS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/HEAVY STORAGE 50 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. * ATTICS W/ NO STORAGE 10 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACKiAND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM jLVL) BEAMS: 2:OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E FI>=2400 PSI MIN. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS: ROOF DECK: PLYWOOD CC/GD, EXTERIOR OR OSB x FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. /+ GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSE EXPOSURE.I OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY - II BUILDING TYPE iV ENCLOSURE CLASSIR ION ENCLOSED INTERNAL PRESSURE EFFICIENT C +/- 0.1S NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE Vii ND PRESSURE WIND PRESSURE WIND AREA AN SUCTION (PSF) AND T SUCTION (SQ FEET) (+) VAL E DENOTES PRESSURE 0 VALUE DENOTES SUCTION DIAGRAM AREA O 10 (+) 27.6 (+) 27.6 (-) 29.9 ' (-) 37.0 (+) 25.5 20 (•) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 '� (.) 27.1 (•) 31.1 Y 0 0 (+). 23.4 (+) 23.4 100 (-} 25.7 (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT L(+) 24.3 (+) 23.3 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. •a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE L�`�I,,',`', 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 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 d S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH M-1 HVAC € Pg..... Iles T♦♦♦ c c Q .. O ♦ N s N .F� .. a `♦ J♦SGE ei v: 4 ' d No g 86 •* B - E 9'. gTAT OF I. "�iQt•TC gt4P•Cj�+♦� m v I➢II IIIb E w E w yyto 10 (-T 10 0 m u g¢�c N ii1�^ m R ti e mtemu g h LU i'i rier'i PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL o(PsF) SEE FLOOR PLAN FOR ACTUAL PRESSURES $$a m% a BOTTOM CHORD DL 5 (PSF) v i C. ��,: r9 W ui vi = 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE OR ANCHORS PER =� y a 1. � o STRUCTURAL PLAN P B m x.Y 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING v 0 z-F gg Qyno g -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y W a$ A m flair 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: c $_ b �g Z d g a o WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ILZ a S o w = 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:Fi 100 (PSF) a x cai o J a aZ N 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) i g THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES v e a www.Fosaas.cam ❑ ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBR0 (PSF) STACK ROOMS 0 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 18�''� SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, (PSF) 0Z 2 AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL D HAND RAILS (d) 200 (PSF) 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) a 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS 'ROOMS OTHER THAN SLEEPING 40 (PSF) $ 5 z SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) .3 n- UPLIFT CONNECTORS FOOTNOTES v -Y c a $ Z 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOR I. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD BALUSTRADE E DESIGNED TO WITHSTAND A TOP. DE.AND PANELS FILLERS SHALL B Qj NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR m f0 MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. � £ U -8 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: i. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M:U WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these 0 U ° N E 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 r accurate, providing Licensed Ll 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 _ t 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED RE13AR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. ' r prevent error. The Builder and all subcontractors are required to U 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 = c of ° t INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE , BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not a a °Q � m PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE DELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE. responsible for any plan errors, omissions,or misinterpretations Q DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 96 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). KEESEE ASSOOIATES.(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 DAM HOM 4. MISSED LINTEL STRAPS FOR'. MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) a4"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the " - - MASONRY AND (7yi0d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISEinformation found in these plans should be directed to our Quality € FLORIDA CONTRACTORS UCENSE NO. CRC1330146 HEAssurance Manager at 321.972.0491 immediate) No backchar es C MISSED CONTRACTOR TO INSTALL (2) SIMPSONHGAM10 W/ (4)1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER � Y• g 6 PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/En�neer T 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the w GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION Designer/Engineer. Payments will be made In accordance to the a terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 2 PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/>3" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Information: FOR IF STRAPS ARE MISSEDIIUNDER GIRDER JAMB STUD LOCATIONS. VI LD MASTER REVISIONS a DATE DESCRIPTION m 1j 0 DAMS HOMES I_p3 N Of Northwest Florida® EVIEWED RCE E L1J ki 0 E C0MP►- A o �l 3 CS . LUCIECCG UN 9 1- U m LO ir pJLL1� 4 �O®© GUL G3EPARKWAY �--� N Nu cn cn ® p ® RECEIVE® m � Model Name /Number: ST. Lucie County, Permitting . plan Issue Date: R ECEI1lF a Monday, December 2, 2019 VI KA PROJECT NUMBER: 19-7727 MODEL" 16 3 mow Sr. Lucie t ounc, -'tn;, T m Sheet; Of: 0 s on -� CO Eap, BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.011 TOP BOTTOM NO BW1 16". (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 w SP2 W/ (6}10d SPl W/ (6}1od 16 STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 BW3. 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PATE STUD, 4) 1od PATE NO BW4 16" (2) S6d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}1Dd SP1 W/ (6}lOd 16" STUD 6 10d PATE STUD 4 10d PATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 16" STUD 6 10d PLATE STUD 4 10d PATE SYP 878 NO BW7 12" (2)16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW SP2 W/ (6}iOd SP1 W/ (%10d 12' STUD, (6)10d PATE STUD, (4) 10d PATE SPF 535 BW9 (2) SP2 W/ (6) 10d SPl W/ (B}10d 12" STUD, (6)10d PATE STUD, (4)10d PLATE SPF 1070 0W10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}10d l2" STUD, 6 10d PATE STUD, (4) SOd PATE SYP 585 BW12 12" STUD, (6)10d)PLATE STUD, (4) SOd PATE SYP 1170 BW13 NOT USED TOP OF WALL ---DOUBLE 2x TOP PATE SEE P MASONRY WALL CR ICF 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 -SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS T.SCHEDULE PER PLAN / TALLER THEN 8' 0" ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7"l INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. ;: REQUIRES MIN ALT.: SIMPSON 1/2" T17EN HD @ 32" O.C. 7/16" OSB PLYW'D E W/BE NAILS SEE GE SEE GENERAL NOTE #8 R GENERAL NOTE BRG" WALL DETAIL EDGE. IN FIELD 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 #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SPIAND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO RRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF' SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN HELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PATE AND THE 2x PATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPi/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. 10d= OA48" DIA x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN.& FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 W/ 1/2" WEDGE C2ODTT2Z (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 1 1/2- 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR. (4) -16d TOENAILS 0 DTT27 W/ 1/2' WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4- X 1 1/2- 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) -16d NAILS U = 2200 H 6 x 6 P.T. #2: ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 H SYP POST & (1S) - 16d NAILS U = 2320 CS 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**. 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Po=2400 PSI " 21/2" SDS WS & 5/8* EXOPY 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" _ (WOLMANIZED IFE(T.) EPDXY ANCHOR, OR ATR*** 6970 Cii 5.25 x5.25 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUBSDS2.5 W/ (20) 1/4" x C12 1.8E Po=2400 PSI 21/2 SD5 WS & 7/8" EPDXY OLMANIZED IF EXT. ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PAN 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/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR,THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALU OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTS #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALIAM COLUMNS (1.8E) MAY BE'SUBSTRUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131' X 2 *A" 0431" X 2 lh' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148' X 3" 0 131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 -A' 0 13f:" X 3 3A' NAILS & TOP PLATE 12d 0.148" X 3 �A' 0 131' X 3'A' S' O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0131' X 3" (COMMON) 8"ACOMM STUD PACK 6"GUN NAIL COLUMNS i6d 0.162" X 3'A' 0 131' X 3'A" (2ON) SEE PLAN (3)16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) �(2) . OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. 12).2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM 0� OSB RJTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. (2) -13/4' x 111/4' LVL 2.0E Fo=2600 PSI. NAIL BEAM CONNECTION: PROVIDE CONNEE (2) CONNESIMPSON 4 TOGETHER USING (2) ROWS LSTA24 OR 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 11 7/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON NTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. AR (2) SIMPSON HETA16 TO CMU EACHSIDE COL. U.N.O. ON. ROOF PAN. (2) -13/4" x 16" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU .EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WLTH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2XII0 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) -2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4' X 11 1/4 ATTACH TOGETHER W1(2) ROWS 1/4" X 311Z LVL 2.0E Fb=2600 PSI BOB WD SCREWS D 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 112 LVL 2.GE Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'•O" _ 161-01, (3) 1 (4) (3) 1 (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/S3 5. FASTEN ALL MULT•PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER, 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN 00 v x , Z �- d 16" L (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN #5 REBAR' (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR I I F.F. VARIES MASONRY @ ELEV. 0'-0" > - •- - - - - - W/ (1) - #5 BAR CONT. �: •� o I 2 STORY: 20" X 20" REINF. a W (3 - #5 CONT. SEE PAN R • r'(2)5 REBAR BEARING I,k---"' 1/2"=1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 11/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2z BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL - RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND .* �•� F.O.M. EACH END, TYP. GAR. FIN. FLR. iv �. I � 4" • 16„ 4" 1/2' = 1'-0" 1 i =1'-0" 14 ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE R �;' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2- XP W/ (3 - #5 CONT• 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" ' (2) 45 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2"=V-O" FM10 I INTERIOR BRG WALL 1/2'=1'-O" 2x BRG. WALL 2 STORY: 20" 20" (SEE FLOOR PAN W 3 • 0 5 COL FOR MORE INFORMATION) FM11 I STEP DOWN BRG. SEE PLAN -\.: I REBAR 8 4' 1/2"=r-0" FM12 FSTEP DOWN NON BRG. OPTIONAL CURB SLOPED GROUT - SEE PLAN OR MASONRY AT TO DRAIN - 4"x 4"x 16" ELEV. 0'-0" WITH CURB (1) #5 BAR CONE - (G.C. VERIFY) to . F.F. REINF. � � r •,. h 0 1 E %%% P. �5 .•�C E . 9 , `�.` No 864 s�*• STA E OF O R Cs �•` ONAf?°��, K? a s 10 aD bbbbbb � a u Ra w Q'96g uj LL LL gas�w o w B a YO p±° z9N �O C) Q Fig III tMMoin VIM ILZNa�� d g a o 6F. ' d 0 WWW.FDSENG.COM ❑ ❑ ❑ ❑ SEE PLAN 2 VI mo TYP. SEC. Z N o Z ro $ Z Q c c (SEE PLAN) E 2 #5 CONT. ofIz MATit: INSTALL '4 W , `' 2 #5 BENT BARS W/ $ - 1 FBGR P2709.2 '••.' rn w MIN. 25" AP SPLICE z Q to G 8 MUDDED R.R.• •16" ' �..`�'• SLOPED TO DRAIN #5 CONT, u�s FM14 SECTION @ RECESS SHOWER 1/2"=v-D FM18 TYP. STEP FTG. DETAIL 1/z"=r-0" _ vl c m s = m a �_ U ENE_ ALTERNATE: m THE REINF. BARS SHALL BE GRADE REINF. `-^- CONTIN000S AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR m U N. . G i mn .MIN. BAR LAP OF 25" QUANTITY � c #5 X 25" X 25" - ¢ °� ° °D CORNER BAR ONE N ' A DAMS HOMEGSi ' e FOR EA. HORIZ. REBAR, TYP. U.N.O. (2) #5 REBAR- 16" 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE -P 3000 GULFBREEZE PARKWAY 4" PVC el 2 STORY: 20" X 10" v FM19 I TYP. CORNER BAR DETAIL THRU FOOTING WA3)-#5 CONT. GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: 14/2" V-0" FM23 TYP. FN D PENETRATION T 1/2" =1' - 0" PORT ST. LUCI E Job Information: N a m O O Y a M E > (D + - m m o z ci m J ff1 i CI a VI Model Name / Number: 1635 VI Plan Issue Date: Monday, December 2, 2019 F KA PROJECT NUMBER: 19-7727 oSheet: 3.1 Of: SCHF41j= lydLS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1635 x 3 = 4905 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1.250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,455 SUBTRACT 100% OF FIRST 10,000-10,000 A= 23,455 INVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,455) = 9,382 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,382 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL o m 0,�2x6WALL ,A (FLOOR TO CEILING) 2'-8- USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE WP FOR A/C COMB GFI INSTALL FAN Fy BOX PREWIRE.d-d- I1 INSTALL FANS�' /�// BOX PREWIRE Cy �--------------- a -------------- I I I I I I I INSTALL FAN BOX PREWIRE_._ I \ I I � I I \ \ I I ` I I 1 I I I GFI FI I I INSTALL FAN 4�BOX PREWIRE r arlyY urlTr UNYT - < -------------- I I O 'To W — I 1 FOR MICRO/ HOOD I , I I I I 1 220 MITI III , GFI z 2 ELECTRICAL �/) GFI PANEL II 220 0 I @ 42" ATTIC ELFOTRIC/ 1 , ti wI 1 IF RE2TlB0E- 1/ / NOTE: 1 LOCATION OF METER AND PANEL BOX"� TO BE BY BUILDER. IF NO GAGE SERVICE DOOR IS PROVIDED A�18C`ONNf2T SHALL ' BE ADDED AT, N�ER LOWION. FOR GARAGE 1 FOR GARAGE 1 I GFI DOOR OPENER 1 DOOR OPENER ------------------------------------------------- _---_-______-_- GFI @ 42" 1 NOTE: 1 KEEP COACH UTES OUT OF BANDING, QUOINS, AND HOSE ; ; ROUND COLUMNS WHEN BIBB ,1 POSSIBLE. REFER TO ELEVATION FOR TRIM. I r , CM FOR D/V✓ ®\INSTALL FAN BOX PREWIRE I I)R BELL I I WP GFI � I BIBB ELECTRICAL PLAN SCALE: 1/411-1'-0" ALL ELEVATIONS ELECTRICALNOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 1.3. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1811 FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 21.0.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH \ FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE n n Ll a. TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (9-- DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION 80X WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT MI GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 2DO AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. w d € ct°v m. m �fpO gg gg W c0 CN m g g ea ti *�u €.gp m' p�m Oc�aimz W aBm-t s 4� 3-¢LLng a f §I;� "'wain gag Om5 a a O r ?«o Zoo FLU �ps�4 O � 000 C) mC) s��y Le N 99, diasO o Ep9 o Ou _ 2 c 5 g 1 Z' ro z � o W Z M z J — Y z z �it-n W E E �O u7n w' tv mc� u EN E = e U ou Q ¢ rn o m ajm nAM= LJe%MWQ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: Z c LO Lu m p N z � � m Lo 0_ILuZ:) v o J m u) (n In w VI Model Name / Number: 1635 VT Plan Issue Date: Monday, December 2, 2019 VI KA PROJECT NUMBER: 19-7727 Sheet: w Of: ELA40 PIC�#L)RAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = not all Inches of venting needed equally for Intake and exhaust Soffit product provides 4,12 nets in / sf TOP TOP OF BLOCK 0 2'-0" RETURNS m ON SMOOTH 0 cc DECORATVE 1A3 SH m RAISED BANDS 25 SH FIN. FLR. MAY VERY GtMtNII I IVUS WAI INU 25 SH FIN. FUR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH RIGHT ELEVATION "All - SCALE: 1/4"=1'-O" REAR ELEVATION SCALE: 1/4"=1'0" )F BLOCK LEFT ELEVATION "A" SCALE:1/4"=1'-0" IFE-IIFM-117M "FEE ME 8'x7' 16 PANEL OVERHEAD DR. a CRICKET 8" FRIEZE(TYP.) 6" RAISED BAND 16'x7' 32 PANEL OVERHEAD DR. 16" X 30" DECO VENT TYP. 8" FRIEZE 3068 S.C. w/ 12" SIDELITES & 16" HIGH TRANS BRASS COLORED KICK PLATE S.F. ofgrea to bevented (SF). Total needed for exhaust for upper 1/3 Totalneeded for intake (soffit area, lower' Number of Off Ridge vents for 'upper 1/3 needed LF. of Ridge Vent needed canoe used in combo with ORV) Lineal Feetof S2ffit needed to meet required Lineal Feetof5offit provided tivnlan 12 �6 10" KEYSTONE DETAIL �— 8" FRIEZE KEYSTONE SEE DIET. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BRG. HGT. @ ENTRY BOTOF ARCH 9'_4" A.F.F. OF OF BLOC IT _ m a o m �o FIN. FUR._ SMOOTH RAISED 2/6/2 DECORATIVE BANDS w/ 2'-0" RETURNS(TYP.) FRONT ELEVATION "All - SCALE: 1/4"=1'-O" ,q®111lllf fff ae�NO g\-0 TO t� NOe�GLNS "J: No 87B64' STATE d oe u +!0Nt Ij®plif, t£A;III/ a F m � r � a8 40�0 " Ba g.F 0 Mm6 w �wir Q= w a w v Y HP Z¢=m�.a 0. ¢ Y i—, 3 „o Al&m°o 15 iz LL 00 aizQa s g.E Qg 12 Cll z Q9 J d _ y Z Q In ,n Q Q)4�w E: 0 UU'6 O W O t„ C m w w O p o I11` � N U 800 0 Lv N 7 .•s m 6 DAMS HOMES _a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 OULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IV I PORT ST. LUCIE Job Information: a o N m a O F— z � � w ° t0 v «J a 3 Lo 0 a J W :D m Cn f� N Ci Model Name/Number: 1635 o vi Plan Issue Date: a" Monday, December 2, 2019 m VI KA PROJECT NUMBER: v 19-7727 a m 0 Sheet: N m ELW, TION -A- SEE D_ ET. TB03_ G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB. SEE DETAIL C3 W a_ S 20'-0" MAX 21D'-0" MAX "" ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - 9 )VIDE DETAIL TB01 '0 COMPLY o :OMENDATIONS _ o - - - 'ATING OF e _ "H q T803/S4 `M Q Z Q Q � 4 Q Q a EQ. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 Fr. 2 L---------.------------------�----------- --- 1 1 4 FT. O, I 5 F .. 4 FT. O G 1G 5 4 FT. G2 F------------------------------------ --------- 1 � I O O` O g 1 I 1 --- -------------- O - O ---------- 4 �. Y �_ III, FT. O O 4 FT. O O ROOF NAILING ZONE DIAGRAM O NAIL ATBASE2ROWS @4"O.C.W/SdCOMMON NAIL ROOF NAILING SCHEDULE: O .NAIL AT TOP PLATE TWO ROWS @4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER@3"O.C.W/8dCOMMON MAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ Sd COMMON NAIL ZONE 1: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O:C IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/Bd COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER • NAIL SHEATHING TO HEADER SHANK NAILS) W/ 8d COMMON NAILS @ 4'.O.C. NOTE: GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN FATED 24116 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/S". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. INFIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/324 OSS EXPOSURE EXPOSURE/ BEYOND SHEATHING SHEATHING _ - =11= 7 _ _ I I I I II I I I I I I I SOLID 2x i( I I 1 I II IF i BLOCKING @ALL s� ll 11 111 III II II II SHEATHING II II II II 111 111 C III II II II I III II Q II I I EDGES (SEE L y SECTIONX-X) � z PROVIDE BLOCKING AS ll II REQUIRED PER - - SECTION X-X IF I I NOT FULL HEIGHTSHEET C II If II II © LOOR SYSTI 1 17 WALL SHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I S L 1/2" OPENING BEYOND. SEE PLAN 2x4 P.T. BASE PLATE BEYOND SEE PLAN W � N F W LUw LL~koin T J O1�1 �I-O� M 2 F D N m LL Ir pz K~iJ UUa p~ co KV W ff GwLL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ W/16" FLITCH PLATE TO W/ (2) 12d TOENAIL$ EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS (2) ad NAILS @ 3" D.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.s. CONNECTORSCHEDULEFOR:ADAMS HOMES, 1635 ELWA3 CAR TRUSS ID BEARING POINT TRUSSACTUAL UPLIFT CONNECTOR ID CONNECTORUPLIFT DESIGN RATING FASTENERS NOTES Ci CS,C1V-05V,E7,E7VH7,H7V L/R 230.#.,:less HETA16/PER TRUSS MFG 1810# (9)10dx 1-1/2" CSP -CSP, E7P, H7P L/R -352#or less H2.5A/PER TRUSS MFG 600# (10)Ed A03 ADS, DOI, DOI$, K02, K03 1/R 791#or less HETA16/HETA16 1810#/181o# (9)106. 1-1/2' (9)10d x 1-1/2' AOSA, A02A, BOLA BOIB L/ft J89 #.1 less PER TRU55 MFG/HETA36 3830# (9j10d x1-1/2' A10, K01 L/R -ll]9 #or less (2)HETAlfi/(2) HETAlb 2035#/2035# (10)10d x 1-1/2 10 10d x 1-1/2' L F02, F03, 103, L04 L/R :-828#or less HSOA/H10A 1340#/1340# (18)lOd x 1-1/2 18 10dx1-12 y` B04, DO :COW ERG -172#or less SEE DETAI L GEOl/5-4` -�, v TRUSS MANUFACTURER Pr.bLA/BFS DATE OF IAYOUT DATE OF TRUSS CUT SHEETS_,,: 63/6J307>A , ' L=LEfT,P=RIGHT&M MIDDLE BEARINGS ) r SEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALLCONNECTORS ARE SIMPSON PRODUCTS TRUSS LAYOUT "AII & 11CRIT SCALE: 1/4" = 1'-0" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SRF Sw CONNECTOR&FASTENERS SIFF Sw OFRAME TO HETAISW(9)1Wx112.OR HTA16w/(10)1Wx11WOR MASONRY HETA20w/(9)1Ddxl ill" 1810 HTA20w/(10)10dx1 VT 1585 1870 O FRAME TO FRAME H2.SA w1(10)B0 NAILS 8M6 US RT7AW(1G)Sd NAILS 516 886 © FRAME TO HiOAw/(18)10dxl VT 1015 1040 RTI6AW(17)10dx 112" 695 1020 FRAME H10A4IvA18)/Odx1117AT2PLYTRUSSES 93G 1080 RT1S-2Wn(R1Odx11WAT2MYTRUSSES SEE 1060 OFRAMETO D MTS12W(14)1Wx11/P(ATEXTERRIR Bso MTW12w/(14)IDdx1112'(ATEXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) �o LOCATIONINCLUDE (3)12d 70ENAIL8) TOOTS 1195 OFRAMETO MOT M(22)10d NAILSAND SW AT.R.W12' �� SEPIRS MUOTiS w/(28)10d NAILSANDSIr A.T.R. w/ 33,90 CAST MASONRY EMSEDMENTW3IMPSDI4'SET-EPDXY IT EMSEOMENTW SIMPSON'SE EPDXY FRAME TO HTS20 w/(M)10d x 1 IF. (AT EXTERIOR HTW20wI(24)10dx1112"(ATEXTEMOR O FRAME LOCATION INCLUDE(3)12d TOENAILS 1245 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 FRAME TO (2)HTS20 w/(48)10dx 11127(ATEXTERIOR (2)HTW20w/(4S)10dx11WIATEMERIOR FRAME LOCATION INCLUDE (Ell TOENAILS 2490 2620 LOCATION INCLUDE(e)12d TOENAILS AEA) 2570 0o60 FRAME TO HGT-2 wl (15)10d NAILS AND (2) &B" A.T.R: HUGT2 W (16)10d NAILS AND (2) IF A.T.R. O MASONRY w/ 12" EMBEDMENT W SIMPSON'9ET' 10690 W 1T EMBEDMENT W SIMPSON "SET' 7020 9790 EPDXY (HGT-3 FOR 3-KY) EPDXY (HUGT7 FOR 3-PLY) TO FGTR w/(16)1/4"x3°SDS WOOD 8CREW3 RFVSw/(12)W83 WOOD SCREW3AND OFRAME MA80NRY AND 1�12•z6"TDEN III ANCHOR BOLTS M400 4T25 (4)3N'xe"WEDOE-BOLT 7100 (1)LGT2w106)16d SINKERS OFRAMETO Ji &(7) 1 W x SIN' THEN 2 1750 2030 MASONRY SEE NOTES BELOW ® FRAME TO (2) LGT2 W (32)1H (INLETS & TRUSS) i/4'x 19- 35001d 40B0M (2) LUGT2 W GEES SINKERS & (/0) 9100-M 3100.M MASONRY/ FRAME OdSIN ER (FOR FRAME(3240-F OR (28)1Bd SINKERS FOiFRAME(EA) 3770-F OL LY TRUISS) OR (32)18091NKER9 FOR FRAME (FAA R(32) WEOGKERS F(2 FRAME(EA W 4620E FRAMETO (2) LGT3 W(24) 1/4' x 3' 903 SCREWS A(8) 4790.M SS76M (2) LUGT3 w/(24) 1W x210"W825 8180A1 7050.M JS MASONRY/ FRAME IF x T TREN(2 PLY TRUSS) OR (52)1Bd SINKERS FOR FRAME(EA) 5010.F 8980-F SCREWS A(4) IF x T WB(2 PLY TRUSS) OR (58)18d SINKERS FOR FRAME (FA) 64W 7718f 0 BEAM TO HU410 OPT HUC410 W(19) 16d A(10) 1W G62680 HD410OPT IOC/01F W (20) 16d & (10) 100 G3080 BEAM NAILS UNIS95 NAILS 14#1950 ©BEAM TO HU410 OPT NUC410 vd(18) TREN G#4500 HC410OPTHD31MF w1(20)1/Wx3• GKI355 MASONRY IWX2 14' &(10) 10d NAILS U#1800 WEDGE-BOLT&(10)10d NAILS U#850 ® BEAM TO MASONRY/ HU46OPTHUC46w/(8)10d NAILS& (12)1Wx2Wr TREN(TOMAS.) G91540 U#980 G43000 HD46OPr HU46W(6) 10d MAILS& 12)114' 23W TAPCONS(TO gF1025 QP2015 FRAME OR 02)16d &(S) 10d (FOR FRAME) SYP.F U61135 aw-M x MAS) OR (12) ISE & (6)10d (FOR FRAME) U#1030 SW-F UFUD SYP-M (2) HETA16 On (2) HETA20 1920 1920 (2) HTA160PT (2) HTA20 M RY MASONRY MASONRY 1-PLYW(10)10dx11/2"(1R 2�5 2385 1-PLY wM Q0110d X11/2'OR 2430 2430 2-PLY W (12)18tl 2-PLY W (12)16d HTSM16 W (8)10 HAULS I D (4) lel Q 174' IRS 1110 HTWM16 W (B)��LS AN (4)11" 3W 1145 1225 FAAMETC,SONRY TAPCOOR O MASONRY OR HTSM20 Id (10)1 Od NAILS AND (4) 1/4.21/4' 955 1110 HTWM20 .1 (10)1 Od NAILS AND (4) 1/4x1314' TAPCONS WEDCIESOLT 1145 1225 MWW(B)8dx I/Z'NAIL9 AND(2)3'8"AC ©FRAMETO MASONRY TITAN HD 780 910 DTT2Z w/1&I 1M-x112'SDS WOOD DTB-TZw/(9) VCX1 IrZ WSI6WOOD ©FRAMETO MASONRY SCREWS AND (1) 112" O AT.R. EPDXIED W 1835 2145 SCREWS AND (1) 12. O AT.R. EPDXIED W ISIS 1835 SIMPSON-SET' (SEE NOTE #4) SIMPSON "SET" (SEE NOTE M) FRAMETO HTTS wI(N) 16d X212" NAILS AND (1) 518. 9 1'ITT45 W/(26) 16d K210 NAILS AND (1) OR MASONRY AT.R. EYO7Um w/SIMPSON 'SET" 4375 5060 WFS AT.R. EPDXIED W SIMPSON "SET" - SM (SEE NOTE #4 BELOYO (SEE NOTE #4 BELOW) FRAMETO HTT4 W/118) 16d x212' NAILS AND (1) SITS" 9 WT45 W/(18) 16d x212"NAILS AND (1) O MASONRY A.T.R. EPDXIED dSIMPSON"SET' 3640 4235 &8'0 A.T.R. EPDXIED W SIMPSON'$E1" - 4160 (SEE NOTE #4 BELO" (SEE NOTE M BELOW) O FRAME TO FRAME H1GS W (M)10d x1 12" NAILS 786 910 LUGT1 w/ (23) ad M 1w NABS S76 1045 OFRAME TO HM9KTW(4)1/4'x11/T SDS WOOD Flw/(9) 10d x 112• NAILS U MASONRY SCREWS &(5)1/4'x21APTAPCONS 700 760 (4)1/4"x 1 SWTAPOONS 1395 13M PRANIETO VGT w/(16) 1WX3' BOB WOOD SCREWS& ' O MASONRY (1) 5AFEr A.T.R. EPDXIED wI SIMPSON-SET" MESS 4940 W 1T MIN. EMBEDMENT TO a)VGT w/(S2) 1/45K9" SDS WOOD SCREWS OFRAME MASONRY &(2) 8/SO AT.R. EPDXIED w/SIMPSON 5170 7195 SEP W 1T MIN. EMBEDMENT O FRAMETOHDUAISDS2.5w/(10) VGT w/h8)1/4'xF SOS WOOD SCREWS& 1/4'x2 LIT BOB WOOD 3285 4565 MU0T16w/(22)S&(1)5 &HTT46 w/(18) 4160 FRAME SCREWS &(1)WIF9 A.T.R. tOa NAILSb(1I 5/8"$A.T.R. OFRAME TO (2) HTr5 w/(E2) iBd'x212' NAILS& 4S75 12) HTT45 W (62)16?x2 1W NAILS FRAME (1) 5WO ATR.(SEE NOTE W) 5090 A JI) SWR AT.R(SEE NOTE #4) _ SIMS !'FNFQ", (Y1,,NF,^.TIIQ NDTFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALU$ I BEAMS W(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTION$ ARE PROVICED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT, 4. FOR SINGLE PLYTRUSSISS, SCAB ON FULL HING1 iT SYP#12" 14 TO TRUSS VERTICAL WEB W(2)ROW$ OF 10d NAILS 4LD 3' O.C. STAGGERED. 5. MINIMUMA.T.R EMBEDMENT. FEMBEDMENT FOR I2'A.T.R. WEMBEDMENT FOR &8'A.T.RS"QdBEDMENT FOR 71FAT.R. OFAT STEP, DEPTH IS FROM LOWER SLAB). & SCAB TRUSS CHORD w/4'A'2x SYP#2(MATCH CHORD LUMBER SIZE) W(2) ROW510d 94" FROM END& 4" O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMALCONNECTORUNOON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALL& LINTELS/ ICF WALLS ONO ON PLAN 2. CONNECTION AT 24"OR 3TOC PENDING VERTICALS FORALL FLOOR TRUSSES PARALLELTO MASONRY WALLS SEE DETAIL FB12=FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK ICORNER JACK) TO MASONRY WALLSIICFWALLSI&INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32'O.0 MAX. w/(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT wrrJ111F APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WAILBEAMS W (2)12d TONAIL$ OS MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMALCONNECTORUNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIFMERIOR BEARING WOOD WALLS ANDIORBEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16e OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE7/16" 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 1S NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL D METAL DRIP EDGE SEE TYP. WALL - --2 x SUB -FASCIA SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. SECURE J-CHANNEL (T 12" O.C. VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CARACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'0" N 0 W E 1R111111117 o`e�e�pg�0 TpR�,°'si R , 87 4 v • tic OF Lu m na •. w �JdJCJJlt) L1111,�1. r:. - KYd y W O w a O Ld N E W O�U I- d) c f 4L CD i °D e'ewue.,.:ui a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: I- WL1 S 4 N m to o M 3 j a) zF- Y L) LO a ®_�W� Lqn LO U- ♦ Mode! Name /Number: 1635 ♦ Plan Issue Date: Monday, December 2, 2019 ♦ KA PROJECT NUMBER: 19-7727 Sheet: 6 Of: CR LINTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 30M PSI GROUT, MIN. 25^ LAP (ACI 590) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- IIIIII NON-SHEARWALL SEGMENT 10111111111111111111111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN, MIN. LAP 25' (ACI 530) TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYR TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR BPS FOR 2x6 AND 2x8 WALLS a DOUBLE 2x TOP PLATE "- STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL All I P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL µ t EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2' X e• "J" BOLTS OR (3)1/2' X0" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI . .NAILS 2X BASE PLATE SEE . PLAN FOR MORE INFO FPPUVIC V VVALL IV AAcnnlwnM=Ali I N.T.S. #5 REINF. 20" MIN. LAP BAR PI 430R 44 REINFORCING 1 J R. B4R #3 R 44 t AP CPI I(:F L to, e 25" MIN. LAP #5 STD. 90° HOOK 911 As GPI PFINPoRCING BAR SCALE-1'-1'-U" 36 46 REINFORCING BAR a GRADE 40 U.N.O. #R 1 AP SPI Irr I MSO5I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT REQUIREMENTS SEE TAPOONS SPACING # ROWS 2 x 4 1/4" X 2%- 12' O.C. 1 2 x 6 1/4" X 2aA^ 12- 0.0. 2 2 x 6 1/4" X 2e/A" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PR--- j I ECAST w iLINTEL UCKS P.T. 13 BOOIKS W/ 1/2^ O.S.B. BETWEEN ; IF FASTEN PT i NAILER TO ; MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL R 8F12-1 —FORM & GROUT SOLID 0. :C BAR CONT, 1. RM85 12" LINTEL DETAIL 3/4"=1-a" LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1635 A,4�" STANDARD LINTELS LINTEL SAFE APPLIED SAFE UPLIFT APPLIED " MARK LENGTH GRAVITY GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE" L. LOAD (# PLF) (# PLF) LOAD (# PLF) (# PLF) 1 3'-8" 6113 283 3060 167 81`16 - 1B / 1T 2 4'-4" Rec 5206 167 2272 89 8F14 - 1B / 1T 3 4'-6" 6113 768 2707 396 81`16 - 113 / 1T 4 7'-8" 1843 764 1136 396 8F16 - 1B / 1T 5 17'-4" 950 161 405 85 8F16 6 9'-4" 1843 130 1136 130 81`16 - 1B / 1T (min.) ?; LINTEL PLAN SCALE: 1/4" = 1'-0' ALL ELEVATIONS GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING NEV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN,DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F = RUAD WITH GROUT / U =UNMLED FEW ATTOP R=RECESSED NIN. (1)REQ'D 1.1//22• TY OF#5 CLEAR EBAR F UNTELCAMTY E CAMTY FO C 0. TOP KNOCK OUT UNTFI, BLOCK COURSE F161B/1T �g 1QUANTm p RIIUT N OMINAL WIDTH OF #5 REBM AT #s REBARAT NOMINAL TOP SOTNM OF o UNTE,CAVITY HEItVfr OM REINFORCING 75 'ACTUAL PROWDED IN LINTEL (VARIES) TYPE DFCIRNATION 8-NOMIN4LYAOTH R N RAI CONICIR LIpITF1 ul fFNFRpI INCT�I I�TI�NN��e�FR"' 1. few... at llmen, - WOO psi. 1. PmNda Nl mortar heatl and bed ldnts. 2. 2. Shoefllletl 11Aels mreq.lrod. As lidds S Domed per vit=psi. 3. mealetl per ASTMCAT61, and 8' 011w/ 3. Installation of lintel must.11, wIM Me archhedurol and/or strecNel drawings. 4. maxlmwm aggregate and 9^ N SS^ slump. 4, Ui1nels am menWedured Mm 5 V2' hrg notmes at the ends to seas n nedods ea S. CmoMe nrasorry inM (LMUJ perASTM C90 w/ valticel call reinforcing and grouting. mIN" net area comlossea'a strength='WO Pai. 6. All Ihl meet or possess L/5W vertical daflectlan, etteW lintel. 17'4"and STM 6. Rater per A4615 Grade 60. longer with a nominal Mot ce W meat or exceed V16O. Pmstrecdrg slrarM per ASTM A416 grade B. bottom flam atltled radar to be heated at the bACom of the Ideal cavity. ]. law rolmd , T. T/32'tl,ender wl2 e-drrups are wmhc etl to the batter stae for medmnkxi encherage. 7/3 ]/ S. Castle, ASC270 eer werxm addends may oe Pn Vdcdd it composite flnwl h llau d concrete rA, S. Moaner per ASTM C2]O gpeM oS. masonry unlit, 9, Sete lead ratings baeed on Word deer sna 1. par ACI 31bard A01 MO 1D. fladda PrdWd ApW..I No. 156.1 11. Ttro e#edor suHeea of lhtela Installed h axtarlde Cmereln m aornywalls shell hwe s ma-Jng of st..appiMd In hoored rce silt, ASTM D926 aratha apWow4 coating. 12. Unom leaded dm.ltmaP'sly MM vorIl (gmft and .Wilt) and horboNel Ilatemp loads shop be checked Tea co bins ea Umil lth the following squalbn: APPIIad. diet loatl ApWimd horimntel load 1.0 Sete verUcel Iosd Sak ho is ntal Iced _ O O OHURRICANE ANCHORS PRECAST 'UP LINTEL w/30DOPSI CONIC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HOOK REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT SOCK FOR FIRST COMPLETE COIL COURSE BELOW SILL & FILL SOLID :. W/ (1) #S BAR FOR ALL ` WINDOW OPENINGS 6'.6" AND LARGER— m®:S STD, 90 C ANGLE 3C CONU. w/ REDO B"X8"x18' CMU U.N.O. 6: SEE,I SEE FOUNDATION FOR I PLAN MS01 BLOCK WALL REINFORCEMENT ALL BE FLUSH OF WALL -STD. 90 HOOK VIg M N.T.S. NNC O �sF E LU ^ a OF :4U ((E�� J�'"aaaa,n10 0. as p g LD n S a E w F 6 gg 1�-8 yqyq�II Ju C D1nN� LL. LL LL LL n OflnS�s Lv Sm E" 0. it LL y � m 1-ME g' 0 0�� aa�Y avi a^§^fi+ M��w �• ro m p I ZHU '8 O odd -I p y 2Q RL zo�� f°- u P WWW.FDSENG.COM ❑ ❑ ❑ ❑ 000 H Nr/ Z M O r Z W c J IM D d m t!T O O /V'�lI2 W � H m in mf1 No — i w dJIn VO c m N IJ �100 2.r r�(Q7m�V, rc N w 0 ^ O A " � in j"DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a € DIVISION LOCATION: PORT ST. LUCIE Jab Information: a 0 C -TYP. BOND BEAM S'x8-x iS"K.O. g Z C LO LINTEL BLOCK Q FILL W/3000 5 DIA CONIC. W/1 #5 DIA. r N Tn 07 REBAR o O m O G) 3 v -INDICATES FILLED D3 • • As • • a J O) CELL FROM FrG. TO d BEAM WITH 1 #5 �. � �. 1f7 a BAR MIN. � O J LU Z) a p y J m U) (n to L Model Name / Number: 1635 •TYP. DOWEL LAP Plan Issue Date: MIN. LM (ACI 530) Monday, December 2, 2019 F KA PROJECT NUMBER: Y 19-7727 Sheet: !'► I of: o LINTEL PLAbL_a r 2x6 #2 SYP P.T. 0 W/ (2) Y?x5" WEDGEANCHOR O c OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT ¢ W/ WASHER. MIN. 6 PER a TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o 0 "J" BOLTS WASHERS SET IN N FILLED CELL W/ #5 TYP. FILLED CELL € VERTICAL MIN. 5 PER JAMB. o 8 L SECTIONAL 3 ® OVERHEADLD DOOR P.T. #2 P : > WOOD SYP 2" X 6" TRIM o 5 ' ```„logeallfi,� A�LO .... dy S� • S °s 2"x6" P.T. WOOD JAMB v E �w®��\� �\�EN o v: No II78 k 04 DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB t uD ti OF E TYP. GARAGE DOOR c gTAZ , �K m TRACK MOUNTING DETAIL a '��; es (� PLC:%% �„ a -4k °<Etnn6'ar`1� E c o MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. a 0 E m " gXv N c g5 W 0 ti € Pm F �tO00V Ki � m LL LL li tY �p BLOWWIN R-30 INSULATION PER FBC ._8qc4i a �mAS ii a a "@ 8 vD �n vi d Q ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES A s g a w w =O 9 F a o: x AT EAVES (FOR VENTED ATTICS) z, ? m q 16 O p¢ 12 BLOWN -IN R-30 INSULATION PER i� SEE PLAN FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) u Y '� s" fr W 6 m C ppp p "' a n III m m Z i 12 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION ' \ OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA o �' s �.�.o a < a 0 s S n 9 o _ PRE WOOD 6 Z ¢ = PROVIDE BAFFLES AT EAVES RATED STRUCTURAL SHEATHING IL' ° tall -W SEE PLAN (FOR VENTED ATTICS) TRUSSES @ 24" O C. SEES @ 24" (SEE STRUCTURAL NOTES $ s° .g `o El El El FASTENED TO TRUSSES PER ROOF d w.vw.wSEnG.coM 0 ,/7 U� p FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) OVER APPOVED UNDERLAYMENT Z N m [\\iE'//, g PER FBCR 905.1.1 OVER APA _ _ _ SEE PLAN FOR Z m PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES , 1 2" DRYWALL / BRG. HT. $ Z a w ¢¢ Q Q TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF FELT PAPER OR • ° METAL DRSP EDGE 5 .3 8 o_ ' ' NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) TRUSS PLATE 3/4" P,T. NAILER 2X SUBFASCIA Z fl. ' TO BE INSTALLED ON OUTSIDE • .R 3 (!1 SOFFIT. SEE ARCH. Ut FACE — - — - ,.. �.., 1/2" DRYWALL PLANS NAILER �// N �Q) — -_ m w = CURTAIN ^ 8 x 8 x 16 K.O. •_ p E, ' L/Z" DRYWALL -*-METAL DRIP EDGE 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. h O.H. LINTEL BLOCK 30 0 I DIA. REBAR & 3000 PSI CONCRETE E £ _ U w a O N SEE ELEV. j CONNECT ALL 2x STUD 2x SUBFASCfA PRECAST "U" LINTEL D �� r m TO TOP PLATE WITH 4 i) SOFFIT. SEE ARCH. SEE SCHEDULE N a m . 16d TOENAILS PLANS N H p o $ yI~ 1/2" DRYWALL SEE PLAN FOR HEADER SIZE o , � = c Y Q M o ro�.o 40 Qom. O.H. 15/32" OSB EXPOSURE 1 ON r' N A DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. EXT. WALL W/ ALL EDGES BLOCKED, SEE TB13 FOR NAIL ATTACHMENT. NOTE: 44" MAX. SILL HGT. ON CELL 1000 ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" REBAR WI 3FILL ALL BEDROOM WINDOWS. PSIIA c PLY ATTACHED WI (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. n CONC. ALL LOCATIONS FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 NAILS AT 8" O.C. N SHOWN ON FOUNDATION 3000 GULFBREEZE PARKWAY &FLOOR PLANS V GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN P H DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN °1 PORT ST. LUCI E LOCATION OF OPENINGS IN j w EXTERIOR WOOD WALLS. IF NO it ♦ Job Information: OPENINGS ARE INDICATED, FULL r %L STUDS ARE REQUIRED). NOTE; 44" MAX. SILL MGT. ON VINYL FRAMED WINDOW ell W/ SCREEN ALL BEDROOM WINDOWS. WINDOW STOOL n PER SPECS „ PRECAST CONIC SILL ¢ H " m o CEMENTITIOUS DECORATIVE APER BACKED FOIL N m FINISH 7/8" THICK PER ASTM BLO ON AT CMG BLOCK WALL NR C-926-98A ER FBC AND ENERGY FORM V IOR FINISH - EXTE(SEE c O 2X STUDS (SEE FLOOR PLAN FOR IT PPBLMICATf� WITH PERMIT ELEVATIONS) 1/2" DRYWALL MORE INFORMATION). SEE T013 ON SHEET 6 1 x Z P.T FURRING FTG. DOWEL DIA. REBAR 7 y FOR NAILING INFORMATION FOR WALL SHEATHING. Y x 4 P.T. BASE NAILER CONCRETE 17" IN(A530)- ABOVE EXTEND (ACl 530) ABOVE ¢ G Lli c y LO ur EXTERIOR R-13 INSULATION AT EXTERIOR SLAB. ALL LOCATIONS SHOWN P WOOD FRAME WALL PER F8C AND ENERGY FORM SUBMITTED P.T. 2X #2 SYP. BASE PLATE TREN WOOD BASE ON FOUNDATION PLAN E > o O w/ 1/2 x 8 A.B. x 8" $ a 3 o WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. ER T 3 SEE FOUNDATION PLAN FOR 8 _j 0 ¢`I MM �N BASE _ MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD SLAB INFORMATION _ TOP OF SLAB m �— U W Lo a SEE FOUNDATIONSo _ O LL.I L LL FOR SLAB INFORMATION LA TOP OF SLAB ' ,\, m W �I - _ - - _ _ _ GRADE o u I ♦ Model Name / Number: GRADE SEE PLAN FOR iv - 1635 ' ( RE -BAR QUANTITIESCLEAN " y COMPACTED u ♦ Plan Issue Date: '-•� ,C)�': X FILL } SEE PLAN SEE FOUNDATION o Monday, December 2, 2019 16" SEE FOUNDATION PLAN PLAN ♦ KA PROJECT NUMBER. FOR FrG REQUIREMENTS v 19_7727 s Sheet: S 2 Of: WS01 TYPICAL WALL SECTION - 8" CMU WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-0" .� TYPICAL FRAMING TYP � DETAILS)PIF SEE GE05 FOR STANDARD \ GABLE END FRAMING T� ` z I OO 2X TOP PLATE TO I 3 GABLE END W/ 16d NAILS @ 6" O.C. J a I m � m ,w W Q (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO (3) 2 x6 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO COMMON WIRE NAILS (D = 0.145", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D - 0-162", LP 31/21k) OR EQUAL (D = 0.162% L= 31/2") OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE i/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS NTS FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) "Y• :i• F.F. n/ERHANG IV FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" NO REPAIR 119Q'D- 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) STRUCTURAL SHEATHING 4g" 711W MIN. NAILED W/ 8d 2x4 STUD MZA! COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED I STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 48+yfi� TOP & BOTT IE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS 1* NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL �OP SPLICE OUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 I TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT" *- IF ONLY (1) KING 7/16^ O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO 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 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS I JACKS I KINGS SIZE EA END EA END JEAEND JEA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) 1 (2) (2) 10'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WILL 2x CRIPPLES S 16" O.C. 24" O.C. NAILS TYP W/ AND BOTTOM SP2 TYP. — ( ) HGT. TOP AND BOTTOM CMU, i•Y—Y�9it 1fY�� '*�HEADER PER LOCATION--, % �`�%1.00/ / r • �• ��1 D.C. • •' �`11 ,I Y � ! • • _• ! ©ATTACHED TO • Q :d NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' R • SQUARE• i• EACH END WINDOW OR DOOR OPN'G i-CMU * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO, & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON H774 W/ (18) 16d NAILS & A 5/8" EXPAN51ON ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BUT. PLATE ___________________ SIMPSON HUC410 ' BUCKET SEE ROOF PLAN FOR MORE INFO 1 1 SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & `------ -- BASE CONNECTION INFO •-------- OPTION A O PT I O N B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SCALE: 1 1/2" = 1'-0" AA SEE PLAN FOR 777777q7bP OF BEAM FOUNDATION V FOR MORE INFO 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL ,RED WOOD TRUSSES @ 24" O/C IFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE --2"x4" STUDS @ 16" O/C /—CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) PgL—o 'rod, FF4.' fyo 87S64 M v• � /�.. .4 +P. •I�� ,,TAT , .r O R P•" `Ww I I F q N u5 g W �NNmW p s`� mom' � O b16s LL LL LL LL LN `BmTo m 9_6 a a ' row` E.� TER1 ya BZ _art o w "b- Q W°YN`o W Si K I— m GO m 2 s.P,E 1,LML ZRa e a := r C, w= � 81p9 a cm `e °S www'F➢SENGCOM ❑ 13 ❑ ❑ w M � Z m o 0 z .D Z < J 0 zo 0 c9 nn [ 11Q) W4 y o� .O w c m ``JJN LU BNE LU 0 U j cLO < o> P7 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O zO W N N /M u 0 ai LO OJL1JZ) v o VT Model Name / Number: 1635 VI Plan Issue Date: Monday, December 2, 2019 KA PROJECT NUMBER: i 19-7727 Sheet: S-3 Of: I MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 I WALL HEADER DETAIL N.T.S. CD11 I COMMON BEAM ATTACHMENT N.T.S. I I I WF42 I KNEEWALL ABOVE MASONRY WALL 1 3/4"=1'-O" *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR TO BE LESS THAN O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. 1l f Ir1 OR EQUAL TO 450 MINIMUM 2"x4" ' - 8d NAILS @ 4" O.C. WALL SHEATHING, SEE TB13 CROSS BRACING 2x4 SYP BLOCKING FOR SPECIFICATIONS ' (SEE PLAN FOR . �;,. BETWEEN MAX. FASTEN 0 EA. 2xa SYP L BRACE FOR LOCATION) � �., . - BLOCKING TRUSS w/ 312d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 7x6 SYP 1 _BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE ATTACH LBRACE w/ c - THEN 48" O.C. AFTER. NAIL w/ CROSSING EACH TC45Fd ANGLES, GABLE T TRUSS " O.C. m (NOT REQ D WHEN GABLE IS FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT 4 -1" OR SHORTER) 8 • CONT 2x4 SYP SPANNING NAIL(4) DIAGONAL BRACETO OM BRACE LOCATION. FASTEN TO 3 12d , - • - TRUSS w/ 312d TO CHO8'-0RD (MIN BLOCK/PLATE SILL NAIL GABLE TRUSS (3) O.C. f� O 1ST 4 BAYS) TO TOP PLATE w/ PER JOINT 16d NAILS @ 4" O.C. m�? CONTINUOUS LATERAL BRACING f-- 4 BAY 5 T. PLATE 1/2"x8" ANCHOR BOLT 3 KNOCK O.C. MIN. NAIL OVER X-BRACE AS SHOWN• AT `o K OUT COURSE o INSTALL BLKG. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING wBRACING- 2x4 SPFSYP w/ (3) 12d @EACH TRURU SS WEB MASONRY WALL y m NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE 3 TRUSS w/ 2.12d AND 1 OVER FOR ATTACHMENT m OVER JACK TRUSSES, SEE m TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL 10-iOd N 1/ " N.T.S. IMPS N H8 W NAILS PLAN. � FASTEN (1) SIMPSON HGA10 `�J ll,, 4111911!!! @ 48' D.C. w/ 81/4'x11/2.. o O+TpA si,� SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS �s PROVIDE 2X4 MIN. BLOCKING AT NAIL TOP OF "T" m ` v o '\ : S s!� CENTER LINE OF HIP/RIDGE, TAP. END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d = ^� S •d\ �•••r s"'i FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D E Tt • O BELOW, SEE PLAN. 10d x 1 1/2" NAILS m : No 87864 NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE ,, STAT OF c(Um N o e Q•••. A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSS BRACING _ GE01 GABLE END BRACING N.T.S. � �4,eo' s/(..'L `��.°' o WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERT -AP o. �'��NTh9'Illla O A TRUCTURAL PACE j G.T. -- - SHEATHING' c ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 �° TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. n MAX24" SPAN (EITHER G.T 2 m SIDE OR BOTH IF REQ'D) 9 O C T (2) 120 NAILS MINIMUM (3) 12d E ROOFSHEATHING PER JOINT SYPLITnRUSS BRACING '� `^9� F a � N � AT 12" O.C. MAX * SPACED AT 10'-0" MAX 8 q F I`Pn do m"` U$oo;; J J J J SEE Dmmd ;# Ra w PLAN -Rml£ tllaH� w a a 2X4 BLOCKING HIP TRUSS � $F 5? a 5 W w (6 Z�C, _ BETWEEN TRUSSES a a it x ';FCT- A-B KB43 HIP RIDGE BLOCKING DETAIL N•T•s TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. h o ~ < §" 91�Sm smoo Y w�5" W ° B pj {� E 6$� #Fpy Z n a M ¢ a i Mel 0 OV �0=)Q 03 o m w° /�WYWJ.FD3ENG.COM ❑ D O❑ M 8 �Qo� TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI ITP1-2014 ///��j In a w (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND m V /VV / — s BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT c G 13 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY m CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT E m EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. = w ~ 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m O LATERAL BRACING SPECIFIED BY TRUSS ME w O ANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'0' O.C. MAXIMUM. �� O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. E �6 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOTLn ATTACHED DIRECTLY TO THE BOT70M CHORD OF THE TRUSS. C m S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. U BN E O SEE TYP. TRUSS BLOCKING DETAILS � SHEATHING 3 TO 4TRUSS x4 AS SHOWN ALTERNATE Q W 0 TRUSS SPACES DIRECTION RUS ® DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. 12} NAILS FLORIDA CONTRACTORS LICENSE NO- CRC133Oi46 W/ (4) 12d TOP & BOTTOM OR HISBEE TRUSS OR HCLR/LL IN PLACE OF (4) IOD &B TjroN TO EA TRUSS 3000 GULFBREEZE PARKWAY REQUIRED @ RAFTERS GREATER THAN 8'-W 6 m SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE Pury OUBLE TOP DOUBLE SCHEDULE FOR SHEATHING DETAILS PRE-ENG.TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2x s7uD WALL VARIES w ROOF v SEE PLAN SLOPE .\ /• • z PORT ST. LUCIE \ / / ♦ Job Information: CONV. FRAMED RIDGE \ \ 2X4 SPF BLOCKING MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ (4)12d WHEN R LANDS SPF 48" D.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 HCLR/LL IN PLACE OF (4) 12d TOP & BOTTOM OR HIS Ofl \ \ @ 48" O.C. MAX. / ` Bll(ING. NAILED ®EACH T SIDE w/ (3)12d NAILS WHEN \ \ / / REQUIRED W/ (2) MTSiTS REQUIRED 0 RAFTERS GREATER a THAN S•-O^ 2x4 SPF BRACE \ \ @ 48" O.C. - NAIL w/(4) / M coLLAR nE \ \ 12d AT EACH END & c O EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \IL 2x4 BLOCKING BETWEEN C8 BEVEL CUTS (OPTIONAL)TRUSSES W/ (2) 12d NAILS ` ` g' @ EACH END, GONT. EACH BAY / / / TRUSSES ¢ C B TB 2X4 SPF W/ (2) #TX31/2' / / SEE PLAN Uj IDS WOOD SCREW EACH TRUSS / / > u) Oi qp ALTERNATING OR HS 0 48" O.C. BLOCYJNG O TO PREENG. TRUSS \ / / / / 0 d' m _1 d) ,3. CONT. ROOF SHEATHING AT TRUSS TOP \ TO/�/'� STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. O d N 0 SIMPSON A34 OR \ \ / / � _3L! � L 3EE PLAFOR CONNECTION � o B (USP MP4) @ J \ / / m to (n TO LL \ \ / / 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2'-0" ON CENTER WOOD •*• 2x8 #2 SYP RIDGE BEAM 2X4 SPF BLOCKING TRUSSES w/ (2>12d Naas @ AT Bo° \ /\ / ♦ Model Name/ Number: TRUSS BETWEEN TRUSSES w EACH END MAX �(• 2x6 RAPIERS 2'-0^O.C. V - MAX. W/ (3) 12d COMMON @ a4" D.G. MAX.w/ TOENAILS TO RIDGE BEAM \ / \ (3)12d EA. END (TYP.) WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / ' '\ 1635 (SEE PLANS FOR TYPE) 4 Fr 2'-0^ O.C. MAX w / (3> 1oD SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD x i & B CHORD BEARING SUPPORT ♦ Plan Issue Date: 1/2" SPACE Monday, December 2, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING ♦ KAPROJECT NUMBER: SHEATHING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE .INFORMATION 19-7727 T 2x4 S.Y.P. 2 @ 16" O.C. rn Sheet: N �. Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N•r•s• ROOF FRAII!1�NG AND BRACING DtTAILS 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. PredriIling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" j 11 6" 6" 6" SINGLE DOOR 0 SINGLE DOOR W SIDELITE H.r, 6„ 3„ n 3° 3„ 3" 3" 3" Ili — _ — III E n 1 3„ 3" 3" 3" DOUBLE DOOR W/ SIDELITES pA fE R iPACE VENLY t� SINGLE DOOR W/ SIDELITES i" SPACE EVENLY Vol Oeck NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/9" MIN HEADS.6 PER SHINGLE. want 00, ` wa js" Avow`" ace xa' 7" s W use In eaves about 1/1' ff drip edge Vs used, or about 3/4" If no drlp edge Is used. SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE AspHlabr BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) TEMURED PAINTED FXTER. WALL FINISH SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMLM or 6" ABOVE 6' X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING COM. AT KNEtwgLL T ENTRY "� .�,�o ._. _-...... SHINGLES W x 6" H GALV. r1ASHtw cowl FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED Ft, AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION Atop ` is AT AI Eor ME LMIERLAYMENT, THERE SHALL aE A LM 4h W CTH OF RUOF CEMENT INETALIFD THE mr tio% H.ANae. Utl'`hUdE aHALL BE tNICALLY IASTENEU A MAENUM OF 121n ON 2 WHERE THE Veld AS DEfEPowNEU IN GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. INSTALLATION OF BUCK 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. BUCK STRIPS - 2x (DEPTH OF W'DOW :+ 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION SCREW MIN. 4" FROM END AND 16" C.C. AND CALL OUTS. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT a BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU DOUBLE DOOR THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X'WOOD FRAME --- BY OTHERS SHEATHING 9Y OTHERS CAULK BETWEEN FIN &SHEATHI'NG EXTERIOR -- FINISH BY OTHERS rE ERIMETER GAUN' YOTHERS O.A. WINDOW HEIGHT EXTERIOR 11/2" MIN. EMBEDMENT 08 WOOD SCREW ,oll�� // 1 ��.�.a TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ills" MAX SH%M SPACE Maximum Fastener, Spating (Jambs, Head and Sill) 4. Screws Interior Fixed Vise Whidbey Of MGmtlrlg Wall Framing: #2 SpruwPh a/Fi, or l Awu#erii,ddierdffrle sglpme #10 X 1-1/1" Scow Minimum P. rtrah� 1 3fe- C roll Section View Minimum Gilimne 6teHofSheNling 4eP 1 Measure to be some the opeong 3 3/S" m 1/P larger than the window size ball venkaNyand hod[aifa y. „ You may wish to prewhill the insiaMtbn (roles In the fin at this time. visrapard Mr Prepunchey hda/a blem as Vaq, merwt Aap2 Apply a generous; bead of Mlkorw W the backside of the mooning fin. Use ewugh sliwne to sldfiderldy fill allwids between the fin and the wall sheaihin . Step 3 Invert the window ado the opening from the outede. The window W labeled "bombe" and 'wade, but N these Wbels have been removed, the elating that should always be 0the inside dole bolblm. Step4 Install ShWrs under the all, adlusdng then urptl the or* Is dumb in He opening, Shm, should be Installed Inch the sill every 2 fed. step home the remaining fasters In 8"incrementsfom the corner Scheme III the renter drench frame member. Userarenotmover. tighten the soews and poll them through the fin. All make We the sinews go in straight and do mot reuse the fame to bow. Wall hauling should be a minimum of#2 SpruculPirmil1r, Fasteners should be#10 screws of suffident thto achieve 1-3/0' pearemBw Into the wall and no leg than 3l2"fom firamIng. Feel-n-e maNfax maMAl"na.S. N,In MMnni•. a...:.F p..-..-�-.. Step S If desired, a foam Insulation on be applied to the Interior gat between the window and wall framing. If applied, Wsmustbe Me NON EXPANDING JT'PEMAM. Step9 Since Mere windows are typkelN used in tbonswith high moisture, Is, badrmsrw, it Wreconmended thatthe bxerforgap Dermal the window and wall Taming also be sealed with Mill and tooled so as not to Interfere with the inafnllaedn of Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice ADE CDOUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.i R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 r t i c "Cif-d eve 1" FROM DG C TYPICAL ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYIV HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 • R3 IND STRIES INC# ASPHALT -SAT RATED OR ANI FELT ATTACHED IN ACCORDANCE WITH R905.1.1 FL1720 .1 2nd Choice Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD IAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice 4$7.0/Fi7A THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WRH 3/18" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/67.0 THERMATRU-CORP. FLUSH FL20461.19 LASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ •146.3 The TapCO Group Staggered RE —GALVANIZEDSTEEL ROOFING FL20403.17 Sh Shakes AILS 11h" LONG WITH 1/8" DIA. DIA SHANKS 8, /8"DIAHEA S AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2ndCh01Ce 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 (fln) ANCHOR WITH MIN. 1 /A" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #5 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1Jh" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.1 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM multinin multiEDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U =K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 VINDO WITH MIN. 11A" 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/W MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED NAILS 10" O.C. IN 1FAT FL16503.4 R3 VINYI 11/2" ON OF SOFFIT I T Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP W'-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MR INC. steel storm WINGNUTS AT 121/2" O.C, BOTTOM lA"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87$64 1111>illlll/x p6LO TpR°i°i �� J�0 •BYO E N No 878 4 *• * `* 9 STAT 01 4 . 3 i G✓. 0111111, 2 ill g 1m ° f to I 0 pNp00a ' � B E g o a 2 N rn ii ii (i UJJ 0 ar m m b w s �wu Q=SUJ u+wvi� 8£1 a Y O Z §.oaa 2 Z O "v 1 g; o Y L9we s uWi� mGo°c sil UM gD' gf aN�6 S m i 11 U O J cL �Ww' TDSrNG.COM DODO W " C4 0 z 'M 0 Z r a o J a — y Z n �M o E U 0 ..�.� — N We, 0 Lu 8 N Le) f6 u min 2 N E ill O a rnom a'm A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 s DIVISION LOCATION: 3 PORT ST. LUCIE S♦ I Job Information: nab a r LLB N m ON z �WU0 LIJ N d N O tv7 N m d z o � 3 Fdy�y•n� W no to L 4- 0 J W N wwj M N VI Model Name/Number: 1635 � ♦ I Plan Issue Date: d Monday, December 2, 2019 VI KA PROJECT NUMBER: 19-7727 T n Sheet: Of: 0 S-5 N MATERIAL REFAR.EGIC6.IDM4PSL) MECHANICALLY FASTEN AS _ FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING �, TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior �RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE '� EXTERIOR SELF -ADHERED FLASHING 3/4"•i"BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in _ SELF ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) border, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, ' WALL BY 61N. UP JAMB L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, SO(flt5, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, frso from holes and breaks, complying with ASTM D226 U WEATHER RESISITIVE SELF -ADHERED FLASHING / EXTERIOR / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not Ism than 2Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703,2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (162 mm). The felt or other approved material UNDER DECKING pp! shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) I SUBFLOOR requirements Of the exterior wall envelope as descried In Section R703.1. SELF -ADHERED FLASHING 14,! WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall include a water-reelstive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather "� RIM JOIST Grade D paper. The individual layers shall be Installed independently suchthat each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape t 2 1 2 PAPER V 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water-reslstive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall he applied shingleshlon in a manner to prevent entry of -fascoring Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING W P O2 SELF -ADHERED FLASHING W P03 Cuts water into the wall cavity a y penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA W, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the RUBBERIZED surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING -� 3l4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible flashirlgs shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL li SCORED 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the SELF ADHERED SELF -ADHERED FLASHING, w ' (SEFOREFOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE ADHESIVE PAPER TOEXPOSEflashing aoRESIVE As ssowN> Instructions or details are not provided, pan flashingshall be Installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive harder for subse uent drain flashing shall q age. Openings using pan z y MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING O+ V\ \ 14 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V Z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 © 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - BOTTOM NAILING 2 $ SEAL TOPS OF JOISTS UNDER DECKING WP07) 2 g B 4. Continuously above all projecting wood trim. FLANGE (SEE DETAIL 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodframe construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING WINDOW A W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING " W PO6 HALF ROUND INSIDE CORNER 7. At built-in gutters. SELF -ADHERED FLASHING - DECK PROTECTOR SHEATHING• 7/8 "Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 -- -----' SELF -ADHERED FLASHING PATCH ^' Felt backed metal Felt backed metal lathe in accordance lathe in accordance FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR �i Building Paper Building Paper V 7/16" O.S.B. .:r � � 7/16" O.S.B. : , sheathing sheathing DOUBLE ,�i�i SINGLE JOIST Metal ' - Keep top edge JOIST SELF -ADHERED FLASHING 'I Flashingof weep screed SELF -ADHERED FLASHING , 2" below top of 2 3 1 /7' block 3" MIN - Unperforated 4 Flange 7/8 Vulcum Weep Screed bottom O 5 Dint Duk nly " Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \H0.8362x;DECK JOIST [� W r" 07 SELF -ADHERED FLASHING OUTSIDE CORNER Q W P O V APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementhious Decorative Finish b • • o, All inside and outside will EXTERIOR WINDOW UNIT ° needmiter be mir CEMT. FIN. cut and caulked all Cement Plaster joints need to BUILDING PAPER SLOPE SLOPE in accordancebutt with ASTMC926 0 0 becaulked using SLOPE 0.3 in: 12.0 in 0.3 in : 12.0 in (0.6 cm : 30.5 cm) : 12.0 0.icm) (0.6 0.3 in :n over wood 2nd floor Vulcum caulk for all (0,6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR - CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH. 2 1 /2" Perforated a °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed Plaster over block EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL [DETAIL $ 3 Note: 0 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 SELF -ADHERED FLASHING WP 11 SELF -ADHERED FLASHING W P 12 SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the weep screed. a7 0 N V"Tee E,5 N W 8 E 3�Qa88yy��{ 8£�QON(V agC13 F O� N10 J J LL LL LL LL S TTTOMM mZyY& ,-g �G9m W w d °iFSq ; Ma ¢4 v a Loy O C z O g$CLQY ,B D, Q � p5-mA la � D_ m JO U m m � gpag� ?Napo .e a i a gala d -orn= Q i- A YN1V.PJSENGcom ❑ ❑ ❑ ❑ OI Z rm W Z O m o N10 Z Z a 0 J r � Z Q�Q W H U E O O W t!1 c O m In ZD tam m U � E c v a �,� Q a mom , FIX 10 .''. DAMS_HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M DIVISION LOCATION: PORT ST. LUCIE ♦ Jab Information: O z �Lo 0 LO 2 It/ \W m o z • •Lo F-�Um Lo Lo N Q J W Z v o 11 ♦ I Model Name / Number: 1635 ♦ I Plan Issue Date: Monday, December 2, 2019 ♦ KA PROJECT NUMBER: Y 19-7727 m Sheet: Of: ti WATER PROOF r PATIO 42X42 A/C SLAB BY BLDR MIN Ad2' FROM WALL NZ 2S H2 aS BS 5EDROOM 3 80 10x6 1wc 10x10 61, .......... BEDROOM 4 • • II'�' 111�- LN = • .. 5E0R00P'12 10x6 lwcd 6" y 265 14x8 lwcd got —0 g_- J 1 Qx6 1 wc(d)D DININLs 1QM, 14x14 rag aF. I \ I N (,:::�14x`14 rag n w 80 4" bath duc � 4„ h 3H2 ►�1 9» 7 ASTER BED RM. to roof c a l LA N. 40 12x6 1 wcd W/ f a I 4 dryer duct R3YR0 8x4 1 wca 0 120 Wit N u t o ne 6 9 6 R N E "to roof cap w dr er vent box N ....... _........... saes ,; I -"et 3GIVOR9 OT R30JIUB .3TON BRIAT2 .NO U9 ;LJAYY3MAM� it wOR03TOA9 30wAL199A OJ3R VII 3 ADOJ. �IORAJUZRI tt-R \w .YTUA9101HUM YB 03F11U93F1 - Aa x'S\ SS N) W 3a0 i " 1 ' 2JIAT30 R03 AT33H2332 ---- OIH^at$J6"St ( 7, 1 1635 S.F. LIVING 3V06A.zwARr N 0 � , ul 400 S.F. GARAGE s �I 8x4 1wcdi n COVEF2 15 95 2 GAR GARAGE ENTRY a\fl - 12x6 1wcd — .aJa ^a•3 � N 4 MSTR BA, -------------------------- 2.5 TON W/5KW @240V 1PH 18x10 plen Hz as le :1/8"=100. siplatform by ; bldr I NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS RooaaA3HR3vGTxat Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS 1st FLOOR 1635 S.F. TOTAL LIVING (AC) 1635 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 400 S.F. 36 S.F. TOTAL AREA UNDER ROOF 4071 S.F. C (/) m Z 0 U) W LU � Q Rating Lu .. > Z o Z o LIJ �Q�m�-a 1 o d ry mmJcnoo Mr. v1✓r