Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURA L DESIGN CRITERIA .INDX W 1 GS , R318 , .1 TERMCAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" SHT NO: TITLE ` '•,' �' ° �,' PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 0 ARIDA 0"" DIN REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A7COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING. DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. PLUS OR MINUS 1 , AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3"'.. WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O.. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS.REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7, HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE. ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 RS.I. FOR THE CONCRETE STRENGTH. G CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION. (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) &6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION CA AUMINU SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. INSTAL EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm =1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A, 3. COARSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE. REQUIRED DURING CONSTRUCTION. 4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE, 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 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 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY IN BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO. NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS, PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 11 GAGE NAILS HAVING A 7/16" HEAD OR 7/8" LONG +6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERT( A Y AND HORIZONTALLY IREF. 2017 FRC R703.7.1J, R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. *TL MAX 2" UP TO 40FT SPAN. **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BMATERIAL IN ACCORDANCE WITH R703.2, 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERSACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 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. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. WOOD CONSTRUCTION SHINGLE ROOF (PST) METAL ROOF (PST) TILE ROOF (PST) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE SHE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP.,U.N.O. 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, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 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 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN. FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSS EXPOSURE 1 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 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25ARRIER BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE *ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 = ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS H S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC naf N OWN SE "" C �. c P 4000FESst ��'ry7tlti(IIIIN`\\\\ `o m r � n � c � m M ;n L 0 Egygy teQ{ N eN00 i W PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) W 8 m - Z � 9 0 W ¢ SEE FLOOR PLAN FOR ACTUAL PRESSURES &""gg � mcgm.8 MW BOTTOM CHORD DL 5 (PST) - g S s � . (�,� ,; 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER c ¢,� LL g c W �6 g y om'. STRUCTURAL PLAN c 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING a d x3 spa z o " 3ZFo- 0 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w $ € ffi 0 m o 0 w`EZ.09 9w�Em'S a: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a W � n a m J o a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) a I c wa o J 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) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE y a w,vw.msENc.cw.� 11110 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PST) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) (g Ln AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL (v� 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) Y 19 z 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) -o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) s ¢ •� .STAIRS 40 (PSF) a UPLIFT CONNECTORS FooTNOTEs z _a TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING 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 • • f. " BALUSTRADE AND PANELS FILLERS TOP. E DESIGNED TO WITHSTAND A B S SHALL $ _ 4 w � .•"' _ - z�� ""��'+:" •"'. '' WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD » •Q) `� L NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR m �� w t+ MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. •« p m Tu FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: s = m 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY `- in 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these iD w p 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 be accurate, providingLicensed = �_ 8 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 .2 x prevent error. The Builder and all subcontractor U 2. FOR MISSED VERT. DOWELS; DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. % H 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 s are required to., INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. review all the information contained in these documents, prior to PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Englneereprior to ®..DAMS .HAM �... 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 70 BE CONT. construction. All construction MUST be in accordance to the v TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'k"x 2'yd" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, 108SITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBYinformation found in these documents. Any questions rage rdin the SHALL NOT BEg MASONRY AND (7)-iOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (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 information found in these plans should be directed to our Quality -4; FLORIDA CO E THIS AGREEMENT OR OTHERWISE Q gCONTRACTORS LICENSE NO, CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)1/4" x 11/2" SDS SCREWS AND (5)1/4" x 71/4" 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 Assurance Manager at 321.972.0491 Immediately. No backcharges v PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer d 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 GULFBREE2E, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the a terns of the agreement. t DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26). a PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS R DATE DESCRIPTION M AL 0 0 a DAMS HOMES NLO o ¢ m Of Northwest Florida® � g m H 3 JW� W I° 3000 '^', �� �ff�rprp�� �%% 11���} n/ALy�� // n n II r� 1� 1� r� rrr���sss m pp'',,�� vi O m GU iL L%REEZE P0-11R AY G V L�II BREEZE, 0 LV R ©A 25 m � Model Name /Number: ��a _ a7 N 1s2o R VIE FOR ♦ Plan Issue Date: CODE COMEPLIAN a Thursday, December 12, 2019 R110 D E L 8 2 ST" LUCI O KA PROJECT NUMBER: 3��odo B Y 19-6717 a � Sheet: 0 N L u9 -- FILE COPYF COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED. INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15Fr; AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+). 27.6 10 0 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 " 1-) 28.8 (-Y 34.4 s 0 0 50 (+) 24.8 (+) 24.8 0 O (-) 27.1 (-) 31.1 Y ©© (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-O" x 7'-O" (-) 51.3 - (+) 24.3 (+) 23.3 O. 27.5 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3, DESIGNATED AREAS 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. E (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE B _ 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. VARIES OPTIONAL CURB FOR I "I F.F. F VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. ; " ;� — W/ (1).- #5 BAR CONT -• 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LEIS • ---- •�--.='« 1 , 1 OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE 00 CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 • j * ` ., FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR a BARRIER & TREATED FOR TERMITES. N 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FIG SEE PLAN ; 5 , DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) #5 "' REBAR (2) # 5 REBAR 16" 4 CONSULT W/ MANUP. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE I/12 PER FOOT AWAY FROM HOUSE FM01 SINGLE STORY FrG 1/2"=ro" FM02 SECTION @ GARAGE 1/2•-V-O' U.N.O.ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB ao �45RFRAR Fffl 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION; CONT. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OFMAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN FM03 THICKENED EDGE 1/2 " = 1'-0" EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL * BEARING CAPACITY OF 2000PSF. ( ) SLOPE MAY VARY 24 MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP. I. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF -, RECESS & PITCH DRIVE 2 STORY: 20" X 20" 4" CONC, DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 101, O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = "-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SE 4" 16' 4" 2- FM11 I STEP DOWN BRIG. 1/2" = V-O" FM32 STEP DOWN NON BRIG. SEE PLANTr OPTIONAL CURB SLOPED GROUT _ OR MASONRY AT TO DRAIN 4"x 4"x 16" ¢ ELEV. 0'-0" WITH CURB p (1) #5 BAR CONT. �_� �(G.C. VERIFY) QO I _I zg F.F. REINF. i i0 1 • •1 1 1 MARK SIZE DEPTH, REINFORCING CAP.'FIbs P1,0 V-O" X CONT. 1'-0".. 2 #5 E.W. BOT... 2000 F2.0 2'-0" X 2'-W 1'-0" 3 #5 E.W. SOT. 7200 ;-5 2'e" X2'-6" 1'-0" 3 #6 E.W. Bar.. 13000 F3.0 X W X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 31-8° X 31.6" 1'-0" 4 #5 E.W. BOT. MOO F4.0 EL 4'-0" X 4'-0" 1'-0' 5 #5 E.W. BOT. 2800D F4I5 4'-6" X 4'E" V4' 5 #5 E.W. BOT. 34500 F5.0 5'-0" X6'-0" 1'4" 6 #5 E.W. BOT. 4Y500 F6.0 8.0' XB'-0" 114" 7 #5 EW. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING.. - INDICATES CONCRETE FOOTING SEE PLAN TYP. SEC. f i _ (SEE PLAN) 2 #5 CONT. INSTALL LINING ` MATERIALS PER " °' " N N ;^ 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN #5 CONMIN. T. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1.'-0" FM18 TYP. STEP FTG. DETAIL 1/2' 1'-0' ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY00 MIN. BAR LAP OF 25" #5X25."X25" - CORNER BAR ONE ' FOR EA. HORIZ. REBAR, TYP. U.N.O. iv (2) 95 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/a"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0" � � o 10" 4' 0" 3' 8" FM19 3 TYP. @ t 1 I I GVKIV[KJ ■ ■ ■ HOSE FMo3 BIBB 3 I 3 0 FM11 FM11 ; 3 i- z z ■ 52.5, I tln � F2.5 ; =o 00 iBO STEP ON. 4„ N ■ r 1 ■ ; TUB ; ' o W.C. UNIT \00 LAV. 00 la J 00 .1` _!a- --a1 , i -�'LAV iv \ -i 2' 8" 3' 1" II - U) \O\ LI N \Gj o ■ iv 11' 8" o i' W.C. r-- ■ i M I ., q11 1 QC? 0 , ■ TUB $; 'LES VARIES I Q� VERIF4 DRAIN I LOOI�'hON o v 3�c4F.G, I SHOWER I I. L y _ _ }J ,. 1510" ------ .. 24'8" i rr 00 p D i0 f SINK`( ro 1 'a ■ 1 1 1 p ROWDE CHASE a0 FOR HVAC UNIT ; 0 VERIFY LOCATION 7, 0„ 3'0" � 1 0 , , r ' FM01 COMP. UNIT I y \Ij '-,' ,I # � ; FM01 I WASH Q/ 'III I ' 00 �MLH-r----------------- ' STEP ON. 4" li 11 1 1 FM11 6. , cc gZ ■ 1 FM02 00 a ■ ■ ; ,. 3. I , STEP DN. 5%" ; 1 0 O 1 IC3 C.J. , 1 a 1 , '------- 'U --___'-_—_— O N Q a IL 1 ' I ------- -- F2.5 io 4" a0 m i FM09 ' 3 HOSE ; 3 F2.5 I FMO9 I N o BIBB •---------------------- 3 0 m - - - - - - a - -------------- ■ ■ ■................. -- ' U i (2) #5 BARS W/IN- U EACH F.C. TYP. @ EA. 2' 0" 8101. _ 2' 0" 16' 0" SIDE OF OPENING Ll FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS 0 W Nrr lu �7 I S E W \�; zz s '•. F 1. E/'''���FIiRO"s;O o 3 o � U N a c O A m d m U F 3 O m ti c E E 'D m v g�a "N-1 � 00 00 � Pj5o Effibol .4 N ' v `1A80 " � LYNLLJJ e ,LL Lij c ;2¢fli ®A Y � W w ryry o a ¢ N s32.8 /R mN � Z 00, 16 5 g 6 a o G p N gal ;s2ms y � m R WAM/.FOSEN6.COM ❑ ❑ ❑ t1 � Z N N iy Z m fi z0a o y J rL 3 a —z All @ V c V vi 4—`770 N W y //w■, O L �O c m o Ln = d fM� fB U 2� 0 5� x a V.9od io .2 ' .c� LIDIt "Ly ® DAMS HOMES •«W° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 F DIVISION LOCATION: PORT ST. LUCIE v � VI Job Information: ® d a IOi Z C LO 0) o ¢ v W co ;n O J (u c m � a � rl Z � N O d Q —j LIJ :D 8 o _I 00U) v J CO L2 Model Name / Number: 1820 Plan Issue Date: Thursday, December,12, 2019 KA PROJECT NUMBER: 19.6717 Sheet: 3 Of: ,pVUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 11/2" VTR TO SANITARY SEWER ASSUMED EDGE OF WALL Q m 2x6 WALL (FLOOR TO CEILING) 2' 8" USE 2 RED HEADS TO ANCHOR WALL M24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR C - - - - - - - - - - - - - - - - - - - '1. HOSE BIBB INSTALL FAN ' ' J BOX PREWIRE INSTALL FAN WP OX PREWIRE GFI INSTALL FAN �-y /, ' BOX PREWIRE "------------ - --- --------------------- ---.- L � 1 I 1 , � r I I I I I I I I CM I � I ry w II o GFI ,; I ' .�-I _ FI o I I FAN `� INSTALL FAN O PREWIRE i BOX PREWIRE w 17�7 I I ''I+GFI r.El , -(PPGFI ----- - ,.. GFI L220 GFl ' I I 0 - - ISP--- MICRO/ O HOOD �-'-r6R"D,/W® I I I _ 1 1 / \ GFI / ;CEN.OFWALL 1 Z , ' � 3 VERIFY r _ _ _ I �' I 0 LOCATIONIWP N FIELD I / GFI DI(SCO�NN�-E1�T _ _ _ _ I (220 - I ' �J 1 LI- _ J i— - n i �Irr�I -,I GFI db le✓~ GFI GFI AFF GFI�- ELECTRICAL PB W.H. 220 / PANEL 1 \ ¢ � � - ATTIC ELECTRIC _ _ ; , p y N IF REQ'D BY CODE \ . ; - INSTALL FAN m cwn ^I BOX PREWIRE w z m Z<Z w Qa c¢7O a 0 zza o / " /DOOR1 } w ioSi T---._—__ --�T BELL. I 1 LL LL j H , w OMO a o GFl GFItlI GFI C@ WP I o m m o 42" AFF CO a WEp ¢ FOR GARAGE FOR GARAGE GFI o § 0 o W DOOR OPENER DOOR OPENER Z --- -- 1_____________________-_-_--__--____-_____-______- it 1 , NOTE: - ; \ ■ �' KEEP COACH LITES OUT ' 4, OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION GF5 ® ; ; - - ; - ' COACH - FOR TRIM. 44" AFF ; ; ; /LIGHT 1 ' / HOSE BIBB ; ; /- � 1 COACH LIGHT COACH-----'— ----------"COACH LIGHT LIGHT ELECTRICAL PL AN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314A 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 FBCR 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. S. 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 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. 13. 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 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR 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 �� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET G CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT V7 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET o- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET gp PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER RECESSED LIGHTING O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT l C INTERCOM SYSTEM ® L.E.D.am DISC LIGHT GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND TH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 - 210 COPPER OR 410 ALUMN. IN 2" CONDUIT " METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 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 WI 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. rrl N I 1� w fj $p 004� m g5 F 000 r lS�p o� m sE�.�z�� ��HL �E6 W /a+eppaI wUj a v N isr��y z va°pa' Jsaa �m "E m N Er Q in oe 28l UM LU O m '2 1 F6 WWWSWENG.COM ❑ ❑ ❑ U m v Z N O m Z ro N N Z c Q z T v (D ot w r6 o E E O L 'm(f7 'I o ro pdp M c U m ^m O U m 00 Q ¢`0rnom 14m ALDAM HOMES 46 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f VI Job Information: O � U m O N 'a Il 9 7 o U) ¢ L C Gci W In o D' t c E G7 o c0) 1H 3 d P m z m o n NJ W V J (n 0) Model Name / Number: a 1820 VI Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-6717 Sheet: Of: I N FILE C Ins i ELECTRICAL PLAN 1 1 VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net sq inches of venting needed equally for intake and exhaust FIN. FLR. TOP OF BLOCK 0 60 FIN BEARING @ ENTRY TOP OF BLOCK 00 12 6 SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT 48" OFF RIDGE VENT DEL 25 SH HGT _ f n O 07 OF FIN. FLR. 12 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "All - SCALE: 1/4" = 1'-0" 12 r LITE TEXTURED DECORATIVE CEMENTITIOUS COATING . FLR. W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH DEL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" TOP FE 0 33/2 SH TOP OF BLOCK FIN. FLR. 48" OFF RIDGE VENT p Soffit roduet rbvides 4.12 net so in sf { Rid event Provides 18.00 net so in If '< ' Off ride vent provides 138.00 net sq in sf. '-�� �'- Overhang distance 133 ft I S.F. of Area to be Vented SF 2609s.f. Total needed for exhaust for upper 1 3 626 nets inches Total needed for intake soffit area lower 626nets"inches Number of Off Ridge Ventsforu c upper 3needed 5 — L.F:. of Ride Vent needed can be used in combo with ORV 35 Y m Lineal FeetofSoffit needed tomeet required 114 x Lineal Feetof Soffitl2rovided b ` Ian .-- a a c m d N w Y O e 0 3 O All s+ NSE v r j �6 " 3 a a U � Q j x ` 0 OfIS1196$t`\ if a o 48" OFF RIDGE VENT 48" OFF RIDGE VENT c DEL 25 SH SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "A" SCALE: 1/4" =1'-O" Y .....�. ..�� ..��.0 RAISED BANDS DOOR STYLE MAY VAR REFER TO SPECIFICATIONS FRONT ELEVATION "All SCALE: 1/4" =1'-O" TOP F BLOCK FIN. FLR. b ib W a 0 c T N E & d" @ m `0 W c N $ L �.s W m Z W LA o m gog W � m. w D_ j Q" S� w c W Q">°°�� as mz Za.cm5 � O�apa Z O rom L13,Ao r4N4 e5i O Y//0 m UN 5 �.'j Y m m Inc WLL QN6�V J a ezv s o gA£ U WWW.MSENG.COM ❑ ❑ ❑ W n Z0 o I,- w L W z Z M o N a c10 = Q O 3 a rz z a o N N w W E 0 d — O W o V) @ N W ~ O L O00 O = N N m 3 U o LO s Q O> 6 00 t W ui .2 DAMS HOMES 3 n IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: I N Uq Q M N � M N O U �- G) a tf 0 li n N j C ei In 0) a W 0 21) o a> a d m O C N Lei g m � m Y m a H U o U J W Z) � N J m (n (n Model Name / Number: Ci 1820 v io o VI Plan Issue Date: N a Thursday, December 12, 2019 VI KA PROJECT NUMBER: Y 19-6717 T m Sheet: Of: 0 N m ELEVATIONS SEE DET.TBO3 G.C. TO PRI BLOCKING' W/ APA RE, FOR SPAN 1 7/16" OSB SEE DETAIL 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. o, W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - )VIDE DETAIL TB01 TO COMPLY 9 )OMENDATIONS- 2ATING OF N R TB03/S-4 Q _ - Q a g � 4 9 w EQ. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" D.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 NTS 4 Fr. O I L--------------------------------------- --------.----- -----• 1 4 FT. I 02 1 I - ------ --- - 2__________ --- - 5 F1. O 5 Ft. 4 Fr. O2 R______________________________________________� O� O 11002 1 - U1 '.� - 4 Fr. j O O ` 1 4 Fr, O 4 FT. , O ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE. TWO ROWS @4"O.C.W/8dCOMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL 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.0 IN FIELD ZONE 2: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O,C 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/8d 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"Q.G. NOTE. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APARATED EXPOSURE 1) 1/2" PLYWOOD (TILE) NOTE: Sd 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 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMI/8" SPACE'S 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. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2X TOP PLATE 15/32" OSB EXPOSUREI EXPOSURE BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON - VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" II I I II II 11A SOLID 2x ° w I I II II II I BLOCKING @ ALL w III III 11 II 11 I SHEATHING y� 11 111 11 II II 1 EDGES (SEE o y 11 I C III II C 11 L.. 1 SECTION X-X) 8 .III III Ill OPENING III II - ir- III - I 11 II II III III II II If It II II 1 2x STUDS W 0 - -IL- III1 III 11 II I I I 11 11 11 BEYOND. x N III I I I II I I I II II II I SEE PLAN o III II II IIII II II I II 11 I I II II II II I $z rn I- y 1ar I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN z W a� 0 P- D- fr N J (�� �rOo:� O�mo¢ H 1-2LLF N WOO LL N LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/(2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE I p TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CIXINECF0RMHEgILE FOR: AMW HOMES-1820 REV A & CR-34r Cw ISM BFARNG TN66ACTML CONNECrORM CONNFCIOR UPIFT FASFEHERS POINT UPLIFT 0616N RANG N016 CS -CS, CIV-CSV, E]yp, M,HN, L/R .4Hpor lms 1•TAI6/PERTRUMMFG WIN (9110dx1-1/2' MI6 WSG 601 L/R -909 perlms HETAl6/HETA16 181w/1810 (9)INx 14/2' (9) IN x 1.1/2' G03 L/R -909#wlns (2)HETAIS/(2)HETA16 192W/1920# (Lz dx l-1/2" 2"16d v 1-1/2' A0I8G,MICG L/M/R -874#005 HETX6/HETAM/PERTWWMFG ISIN/181M 191100x 3-3/2" 19)10tlz1-1rz" WiAG L/M/R -586#.11., HETAl6/HIM /PER TRUSS MFG 181GN/IMN (91IN x 1-1/2' 110)i0a xaa/z^ WIG, W6G L/M/R -635 per less H3M/HETAI6/PER IRUSS MFG 1040#f 1830N I38)lUxl-1/2' (9) IN x 1-1121 19) IN x 1-10- M7 L/M/M/R -715#orless HETAl6/(2)MR12/(2)MR32/ 101w/1"w/ (28)INx1-1/2" HUA16 198ON/18100 (28)IN. l-W- (9) IN x 1-1/2" (10)10d x 1.1/2' AN Y/M/M/R -1859pmlms (2)HETAl6/(21HR20/(2)HR20/ 192M/2620#/ (48)IN x 1-1/2" (2)HVA16 252W/292M (43)IN x1.1/2^ (10)10d x 1-1/2" D02A COCA: BflG -65PU.'Iss Nam M.PIF (I) I6d@E 4"O.0 TRUM"HID TO TOP PUTS PER GW1h4 TRUSS MANUFACNRV pRO9UND _ MTE0F1,kWUT: MTEOFTWU CUTSHEER:._ SIA/2019 L=1EFF, R.RIGHT& M=MMOIE BMRINGS BEARING LOCATIONS ARE REFERENCED TO TRUM MANUFACNRVWSTRUSS DRAWINGS. ALL CONNEC W RS ARE SI MPW N PR0 DUCE 13-10-oo 13-00-00-12-1D-o0 U V U W W W W W W W W W W W W ti� F- � Ln 1 1 "-0" RG Wi F 2 LLS RA K FR N ME OF 2 C3V Csv 1V CiV 3V 5V M 1684# UL EXPOSED TO WIND 1684# UL Aoe M .. 3/12 VLT 10'-0" CLG A07 3/12 VLT D'. TB15 D 1 O'-0" CLG S-4 ADO A05 A04 A03 A02 A01 A01 3/12 VLT 10'-0" CLG A01 8- A TYP. U.N.O. O g 0 0 10'-O" CLG W 3/12 VLT Ao1 A01 ROOF CRITERIA AD -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING A01 A01 M A01 O a 28 # UL 3/12 VLT 10'-0"CLG A01 11 6� 1 8'-O" CLG `N A01AG 03 AOtAG 5 10'-0" CLG A01AG 7 7-00-00 VALLEY FRA G BY OTHERS 10'-0" cLG C A01BG 3/12 VLT N o 7 A01BG 7 o B01G - AO1CG 7 �1 o EXPOSED TO WI D TO 10'-0" W/ KNEEWALLBRG.8'-W AFF B06G C 7-08-00 12-00-00 0 5 3 D01G C 0 C 6-04-00 13-04-00 2 82# UL 8'-0' CLG 0 O 11 O H) D02A M 10-00-00 20-OD-00 GE01 49-08-00 SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK I TYPE CONNECTOR& FASTENERS SPP SYP CONNECTOR&FASTENERS SPF SYP O FRAME TO HETA16w/(9)1Ddxl 1/2-OR HTA10,d(10)10dxl 1/2-OR. MASONRY HETA20 W (9)l0d x 1 12. 1810 HTA20 M (10)t Od x i 10 1585 1870 B FRAMEO FRAME H2.5A w/ 10( )8d NAILS 308 565 RT7Aw/(10)Bd NAILS 515 585 © FRAME TO H10Awry18)10dxl 1/2' 1875 1040 RT16Aw/(17)I0dxi 1/2- 895 1020 FRAME HlQA-2w/(18)10dxl I?AT2PLYTRUSSES 10S0 RT16.2wAl6)10dxl 12"AT21`LYTRUSSES 935 low O FRAME TO MT512 w/(14)10d x i 1/2' (AT EXTERIOR MRN12 w/(14)10d x 1 12" (AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 990 LOCATION INCLUDE (3)12d TOENAILS) 1005 1196 O FRAME TO MGTw/(22)10d NAILS AND 5'8'AT.R. w/12- 3UO MUGT15 w/(28)10d NAILS AND SW AT.R.W MASONRY EMBEDMENT W/ SIMPSON 'SET' EPDXY 3965 IY EMBEDMENT w/SIMPSON "SET EPDXY 3330 4495 O FRAMETO HTS20 w/(24)IOd x 112"(AT EXTERIOR 1y45 HTW20 W/(24)1 Ed x 112"(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO (2) HTS20 w/(48)10d x 1 12' (AT EXTERIOR FRAME LOCATION INCLUDE (8)l2d TOENAILS 2820 LOCHATION INCLUDE(8)12d TOENAILS (EA) 2570 3WO HGT-2w/(I 6)10d NAILS AND (2) SWA.T.R. HUGT2 w/(1WN NAILS AND (2) 5'8"A.T.R.. ©FRAMETO MASONRY w/ 12" EMBEDMENT W SIMPSON "SET 10890 w/1Y EMBEDMENTw/SIMP90N'BET 70211 8790 EPDXY (HOT-3 FOR 3PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME To FGTRw/(18) 1/4"x3' SOS WOOD SCREWS 3400 4726 RFUB wl (12) WS3 WOOD SCREWS AND MASONRY AND (2)1/2 •5" TTFEN HD ANCHOR BOLTS (4) 3W" x 6" WEDGE -BOLT 7100 (1)LGT2 w/(16)/Bd SINKERS J7 FRAME TO &(7)14'x 2-iW"TITEN2 17% 2030 MASONRY SEE NOTE#6 BELOW) 0 FRAMETO MASONRY/ (2)LGT2 w/(32)16L SINKERS&(14) 1/4"x21W" TITEN(2 9500-M 406641 (2)WGT2w/(32)16d SINKERS&(10) 3100M 310" PLY TRUSS) 324PF 1/4"x3"WEDGE-BOLT(2PLYTRUSS) FRAME OR (28) led SINKERS FOR FRAME (EA) 3770-F OR (32) l6d SINKERS FOR FRAME (EA) 3800-F 452(PF 99FRAMETO MASONRY/ (2) LGT3 W(24) iW'• 3" SDS SCREWS &(8) NET 5"TITEN(2 47WM 6570-M (2)LUGnW(24)l1Cx212"WS25 EPIWM 7050-M x PLY TRUSS) 501af 8880 F SCREWS&(4)3/9'x5'WB(2PLYTRUSS) FRAME OR (52)16d SINKERS FOR FRAME (EA) OR (66) ISd SINKERS FOR FRAME (EA) 64MF 7710F O BEAM TO HU410 OPT HUC41�Lg18) 16d&IT 0)1W G#2880 HD410 OPT HD41 WF W/ (20) l6d & (10) 10d GNNO UN1895 NAILS U#1950 © BEAM TO HU4700PT HUC410 w/(18)TITEN G#4500 HD410 OPT HD4101F wl IN) i/Px 3- Gaw5 MASONRY 1/4'x23F4'&(10)1Dd NAILS U41800 WEDGE -BOLT & 0 0) 10d NAIL U#850 OBEAM TO MASONRY/ HU46 OPT HUG46 w/(6)10d NAILS& (12)114'x 23/4'TITEN(TO MAS.) G#1540 GN000 HD46OPTHWBw/(6)IWNAILS& G#1625 G#2015 U#960 U#1135 (12) IW x 23W TAPCONS CFO MAS.) U#1030 U9850 FRAME OR (12)1Sd & (6) l0d (FOR FRAME) SYR.F SYP-M OR (12)18d & R 10d FOR FRAME) SYP-F SYP-M TO (2) HETA160PT (2) HETA20 1020 1920. (2) HTA16 OPT (2) HTA20 OFRAME M MASONRY I-PLYv# (10)10d x 112' OR 2365 2365. 1- �Y2-PLYw/0d2)IN OR 1870 2-PLYw/(12)16d 2430 HTSM16WISPERINAILSAND14) IN"x2114" 955 1110 NTWM16 W(8)10d NAILS AND(4)1/4'X13W' 1145 1225 FRAME TO TAPCONS WEDGE -BOLT - N O MASONRY OR HTSM20 W 00)10d NAILS AND(4)1/4W iW" BBB 1110 OR HTWM20 w/(10)10d NAILS AND(4)1/4Nl 3/4' TAPCONS WEDGE -BOLT 1145 1225 ©FRAME TO H I N wl(8) Sd xi 1W NAILS AND (2) 3/8'xd" MASONRY TITAN HD 7�, 91O FRAMETO DTT2Z w/(8) 1W`x112^SDS WOOD DTB-R W (8)114"X112" WTI 5 WOOD © MASONRY SCREWS AND (1) 12" O AT.R. EPDXIED w/ 1835 2145 SCREWS AND (1) 12' O A.T.R. EPDXIED w/ 1510 189E 91MPSON'8E7(SEE NOTE W4) SIMPSON"SET(SEE NOTE aM) FRAME TO HITS w/ 126)iBdx212" NAILS AND(1) S8'B HTT45 w/(26)16d F21 rNAILSAND(l) ® MASONRY A.T.R. EPDXIED w/SIMPSON "SET Q75 5090 5/8"9 A.T.R. EPDXIED w/ SIMPSON'SET" - 5005 (SEE NOTE 124 BELOW) (SEE NOTE" BELOW) TO HTT4 w/(18)j0dx212' NAILS AND (1) 5/8"0 HTT45 w/(18) 16d x210 NAILS AND (1) OFRAME MASONRY A.T.R. EPDXIED W SIMPSON^SEP 3640 4295 SWO A.T.R. EPDXIED W SIMPSON "SET - 4160 (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) O FRAMETO Hi IS W (24)10d x1 1/2" NAILS 785 910 LU ET7 w/ (23) 8d x1 12" NAILS 875 1018 OFRAME TO HMBKT W (4)1/4"xl lW SDS WOOD RT16M W/ (9) 10d x 1 12' NAILS & MASONRY SCREWS & (5)1/4-x2 //4"TAPCONS 760 76S (4)1W" x 1314" TAPCONS 1395 1395 FRAMETO VGT W/(16)114W SOB WOOD SCREWS& O MASONRY (1)5/8.9 Aw/12'EM XED wl SIMPSONSET" 3555 4940 MENT (2)VGT w/(32)1W"x3' SDS WOOD SCREWS OFRAMETO MASONRY &(2) 5/8'0 AT.R. EPDXIED W/ SIMPSON 5170 7165 "SET" W 12" MIN. EMBEDMENT OFRAMETO VGT w/(16)V45G" SOS WOOD SCREW&& HW4-SDS2.6 W (10)1/4-x210 SDS WOOD 3205 4585 BLS & HTT43 w/ 18 MUGT15 w/ ( ) FRAME SCREWS & (1) 518.0 AT.R. 10d NAIL 8 (1) SB^ 0 A.T.R. _ 4160 OFRAME TO (2)HT75 w/(62)lSdW 12"NAILSS 437d 5090 (2)HTT45 w!(52)1g8#12"NAILS FRAME (1)5/8'O A.T.R. (SEE NOTE #4) g(1)5/g"8ATR.(SEE NOTE a) - 5005 GFNFR41 l`bNNFOTGRNMFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS w/ (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNEC7IONS ARE PROVIDED 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 PLY TRUSSES, SCAB ON FULL HEIGHT SYP #12"x4' TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 111 3. O.C. STAGGERED, S. MINIMUMA.T.R. EMBEDMENT: S' EMBEDMENT FOR I2"A.TA. WEMBEDMENT FOR 518^AT.R. WEMBEDMENT FOR 7/8" A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB). 6. SCAB TRUSS CHORD w/4'-0"2x SYP #2(MATCH CHORD LUMBER SIM)w/(2)ROWS 10d 04-FROM END &4. O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTESI ICF WALL$ UNO ON PLAN 2. CONNECTION AT 2r OR 32"D.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI2/D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLSIUMELS 4. CONNECTION FOR ALL CONTINUOUS RI M BOARD TO TOP OF MASONRY AT 37 O.0 MAX W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT W/TJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLMFAMS w/(2)l2d TONAILS © MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" D.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 HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION. OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U.'OR ICF WALL o 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 @ 2'-0" D.C. SECURE! -CHANNEL 012" D.C. I CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" ,�ueauee m wiii . N yG C -' FLOI �� w - 'RL 2BR1 1 NO3 c w e O N W €Eog z_ We3�mm L-2i.cl�LJL ms $`02 W Q.V W 1 SLL mLLVm uW Qw Z®zz 0 mgN0-� Z�in mED W Nao in 1 O o M n ID-§ WAMI.FDSENGCOM ❑ ❑ ❑ 9r+ z N oMp M O » C Z z M L� Q O � d J 1l M O E V - 0 `m Ln c 0 TLn m 41L46 o a N MM TB F- c M `w UIL°NE W;000 A ®• N rn � Q C) U ,�// III11 `{ i? DAMS HOMES 9 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: z PORT ST. LUCIE HV I Job Information: {�E �2 a ai N LL a) �a �p O 0 fi t' u0 LL yn 11JO m LU . 1= > 0 J LL $E$ 7R � (� 0) U 1--YUIm a m L _ ODo COOD 0 _#y5� L/u/� 'Z^ L Model Name / Number: 1820 V1 Plan Issue Date: a Thursday, December 12, 2019 KA PROJECT NUMBER: x 19-6717 a � Sheet; 6 Of: S ROOF PLAN LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I NS.S. I TYP. TIE BEAM III P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) - 10d X 11/2 SPG OR SP8 FOR 2x6 AND 2x8 WALLS -DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C,M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "1" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT: TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO nnln L- tin,/ un,a/ '. l r'" ` MS03 ...r,,,.,r,.,,.,,.,.,r-n-r,nwl nrrA,l N.T.S. 20" MIN. LAP #5 REINF. BAR #30R #4 REINFORCING Z�R, BAR #3 W #4 1 AP SPI OF 25" MIN. AP #5 STD" 90° HOOK #S BAR #5 LA_P SPLICE SCALE:1"=1'-O" 3636 0 REINFORCING BAR * GRADE 40 U.N.O. #6 1 AP SPI ICE I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 21/4" 12" O.C. 1 2 x 6 1/4" X 2%" 12" O.C- 2 2 x 8 1/4" X 23A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ;PRECAST m :LINTEL w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I FORM & GROUT SOLID W ML) U IV 8F12-1B/1T #5 BAR CONT. RMS5 12" LINTEL DETAIL 3/4"=1'-0" Q LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 A - Base 8'-0" Plate - 3 Car Garage STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 161 405 85 8F16 - 1B / 1T (min.) 2 T-6" 2661 278 1624 173 81`16 - 1B / 1T 3 4'-6" 6113 133 2707 81 8F16 - 1B / 1T 4 14'-0" 1002 168 560 154 81`16 - 1B / 1T 5 2'-10'1 5163 770 3524 398 8F16 - OB / 1T 6 7'-6" 2661 770 1624 398 8F16 - 1B / 1T 7 4'-6" 6113 770 2707 398 81 - 113 / 1T 8 9'-4" 1 1843 1 599 1 1136 369 81`16 - 1B / 1T (min.) LINTEL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS N Is ^v REBAR AT TOP MIN. (i) RI da" CLEAR c.n.a GROUT 7 REBAR AT BOTTOM O O OF LINTEL CAVITY 80TTOM RENFOF ING l-9/0"ACTUAL PROVIDED IN UNTEL NARIE8) a" NOMNAL WIDTH TYPE DESIGNATION F " FILLED WITH GROUT / U " UNFILLED gIIANTITY OF 9 REBAR AT BOTTOM OF LINTEL CAVITY SI=16-IB/IT NOMINAL WIDTH J L� OUANTITT OF 9 NOMINAL HEIGHT J R®AR AT TOP MATERIALS 1. f'c precast lintels = 3500 psi. 2. Pc prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 W/ minimum net area compressive strength = 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. 6. Feld racer per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar hand and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Ilntels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. 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. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled Ilntels must be reduced by 20% If bearing length Is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One#7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at daway from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST 'W LINTEL w/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRErE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n e ANCHORS (TYP.)- REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ 11) #S BAR FOR ALL WINDOW OPENINGS 6'6" AND LARGER PLAN -' t' 1 W/1 AS 8"x8"x16" CMU U.N.O. GROUT SHALL BE FLUSH WITH TOP OF WALL 10, STD. 90 HOOK t00K � w N w 12 y TYP. BOND BEAM 8"xe"x16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) 1 MSO11 BLOCK WALL REINFORCEMENT I N.T.S. I 9 c NI �JJI II IV IN E ro - Q U : Cho qt z FLU© "pFESS\Q w\ +✓y Q A°s A ;1k,_ a"2 ] O al.a y co jig il) N W $ E IN ik 3t EU� Z W go, LL dmag Fg a2 Q In C tV C LU �Ma SLL GiP �TO W fir. i°w `u �� U4, in D- Z z a€� Z a m$� FV I n O O H m nN�n Z m�m.c Q W Q"+aoL ¢ uJ p53�o U F J r @ " W/WW� .FDSENG.0OM�am r0 o (D Co I..❑..I(�❑ I❑ O Z rN CD(WzIT)zma z0 (9�wW1W ..j V '® 3: 2 p 4 Q Lo mom al!m-II I ® AAMQ S,AILA e'Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: /N 0 L a r LL z �0) C w 0) 't M � +� C l0 � LL z 00 ei N Um O U d 0,JEDZ) m DD o u_ Model Name / Number: 1820 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-6717 Sheet: Of: S.JL LINTEL PLAN �i 2x6 92 SYP P.T. 0 SIMPSON HETA 16 W/ (2) W'xS' hI. EACH END SEE FLOOR PLAN WEDGE ANCHOR O FOR BEAM SPEC. OVERHEAD SECTIONAL o DOOR TRACK W/ 3/8" X v 1 112" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" 0 0 "J" BOLTS WASHERS SET IN n o FILLED CELL W! #5 TYP. FILLED CELL N VERTICAL MIN. 5 PER JAMB. O „ q E 4 SECTIONAL " " " V OVERHEAD CONT. o DOOR 2 \\pJ1111111 �Woo D SYP2zxs" ,`�\,�\\6RG Nff��� 1�i TRIM ; ti o 2"A" P.T. WOOD JAMB Y '"; • '° % 0 Q ; Q� of "� a O _z :010„ w \ DOOR AND CONNECTION PER 5RP GARAGE DOOR GARAGE DOOR MANUFACTURER GARAGE SLAB o � ARRF FLQp N ESS TRACK MOUNTING DETAIL p o //,� ���(N111111pn!! 0 NOTE: DETAIL CD22 / S-2 MAY BE SU13SITUTED FOR THIS d m DETAIL - UNLESS NOTED OTHERWISE a a � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM a s E a yy$ N W m g5W gl G cm pR$� M m 00 aO •w' o$�a W oN,�01 LL Li d LL 3_?°i �mmm BLOWN -IN R-30 INSULATION PER FBC Q g a ` W W a v o m 2 w wa V YmH=° a a: it i AND ENERGY FORM SUBMITTED WITH c � I 5 hli W " BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES w v m z C FBC AND ENERGY FORM SUBMITTED 12 12 AT EAVES (FOR VENTED ATTICS) y P. $ g 8 (� .q t v p O PROVIDE BAFFLES ATWITH PERMIT APPLICATION FTILE ROOF (PER ELEVA i5IBERGLASS SHINGLES OR s m s_ N i i' ti" am: noSEE PLAN (FORENTED ATTICS) EAVES SEE PLAN OVER APPROVED NDERLAYMENT W Q a . 8 o m FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING 8 (SEE STRUCTURAL NOTES tw ( ) �- WWW.FDSENG.COM ❑ ❑ ❑ TRUSSES TILE ROOF PER ELEVATION @ 24 O.C. �- o �- a,5 ' OVER APPOVED UNDERLAYMENT ' �� FASTENED TO TRUSSES PER ROOF " PER FBCR 905, 1.1 OVER APA ; 1 NAILING SCHEDULE) 2 p RATED STRUCTURAL SHEATHING TRUSS ANCHOR PLAN) m - N o PRE-ENG. WOOD Z 0 TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES - % SEE PLAN FOR " z M FASTENED TO TRUSSES PER ROOF - _ _ 5 Z -wo 10 N r - NAILING SCHEDULE) BRG. HT. /^' , 1/2" DRYWALL `- W Q o TRUSS ANCHOR (SEE PLAN) $ TO BE INSTALLED ON OUTSIDE FELT PAPER OR • • ' METAL DRIP EDGE 3 w' FACE TRUSS PLATE 0 - - ' _.— _ _ _ _ — _ — _ 3/4" P.T. NAILER . • 2X SUBFASCIA y • r (TYP.) FRAME FOR BUILT-UP � z S. 1/2" DRYWALL SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR o //�� `� c9 •! t METAL DRIP EDGE � PLANS 4X4 W/ 2X4 POST UNDER EA _ r 1/2" DRYWALL CURTAIN NAILER r, 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. C) Eo Sx8x 16 K.O. CONNECT ALL 2x STUD 2X SUBFASCIA 1 x4 P.T. @ WINDOWS n LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED W/ 8d NAILS @ 6" O w "o uua" TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / (TYP.) FRAME FOR COR- NERS iN ? nDc` j 1/2" DRYWALL - PLANS PREGAST'U" LINTEL N po %!�V'o \OO \ FOR NON LOAD c U N E: r� j w w p p p� SEE PLAN FOR HEADER SIZE SCHEDULE \:p \ BEARING SIDES NAILED j m y !� 00 v �•° ° o�•� w/ 16d NAILS @ 8" O.C. o y 1 \ \\Q 4 P °� F w V U) C1 w O OPTION: 15/32" OSB EXPOSURE 1 ON J \ \ ° ° f i __' c v o MAXIMUM OF (3) - ZX PLATES MAY BE 0'H' EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS \ �° 0i m Q 0) w aQ,m ADDED BELOW THE HEADER W/ EACH SEE El. SEE TB13 FOR NAIL ATTACHMENT. (1) CENTERED EA. \ (TYP.)4 COURSE HIGH A.F.F. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 31,V SIDE W/2" WASHERS \ i CMU BASE FILLED w/ CONC ® DAMS HOMES NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. A (TYP.) w/ (4) VERTICAL RENF w/ `IIS' NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS, HOOKS INTO FTG & AT TOP REBAR W/ 3000 PSCONTRACTORSo FLORIDA CONTRACTORS LICENSE N0, CRC1330146 n VINYL FRAMED WINDOW w/ SCREEN H CONIC. ALL LOCATIONS PLAN Al -Al OF COLUMN - (G.C. TO VERIFY W/ FLOOR PLAN " SHOWN ON FOUNDATION 3000 GULFBREEZE PARKWAY LOCATION OF OPENINGS IN a &FLOOR PLANS GULFBREEZE, FLORIDA 32563 EXTERIOR wooD WALLS. IF No ,, SIMPSON LSTA30 t DIVISION LOCATION: OPENINGS REQURE IRED), FULL FOR BEAM w PORT ST. LUCIE STUDS ARE REQUIRED). y W/11-10d TO BEAM d ' y & TO FRAME BELOW z NOTE: 44" MAX. SILL HGT. ON w ALL BEDROOM WINDOWS. r ♦ Job Information: 20 VINYL FRAMED WINDOW WINDOW STOOL n SCREEN FINISHCEMEN/8"THTIOUS DECORATIVE PER SPECS FINISH 7/8" THICK PER ASTM PRECAST CONC SILL ; ; M C-926-98A FON PAPER BACKED FOIL R-4.1 , , ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL�MORE INFORMATION . SEE TB13 PER FBC AND ENERGY FORM LLO1/2"DRYWALL ) ON SHEET 6 SUBMITTED WITH PERMIT EXTERIOR FINISH - � ,FOR NAILING INFORMATION FOR APPLICATION (SEE ELEVATIONS) LL• 0)WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR w 7WOOD FRAMEIWALLON TPEDR FBCR A/ 1 x 2 P.T FURRING a G. c NP.T. 2X #2 SYP. BASE PLATE - 0 >AND ENERGY FORM SUBMITTED 1 x 4 P.T, 17" IN CONCRETE - 25" - QM WITH PERMIT APPLICATION w/ 1/2 x 8 A.B. (OR 1/2" x 6" TITEN BASE NAILER EXTEND (ACI 530) ABOVE ' `� � HD) W/2" WASHER AT32" O.C. SIMPSON HETA20 m c u- SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN E'WOOD BASE MIN. 6" FROM END -SEE W507 WOOD BASE FOUNDATION PLAN W/10-10d TO COLUMN (3) 2X4 y > M (p 2 6 OR 4A POST w/ 2x4 UNDER SEE FOUNDATION PLAN FOR TERMITE SHIELD POST • : m M c-I O 4) SEE FOUNDATION PLAN FOR EACH END OF BEAM FOR SLAB INFORMATION , , " " TOP OF SLAB SLAB INFORMATION , , _ — - — - � NOTE: 2 X 4 P.T.ATE U - — - — BOTTOM STRAPS MUST B O ce TOP OF SLAB T P - E s o J W W L� max_ .�«,�._ 0 LI r \. GRADE INSTALLED ON INSIDE OF 0 J m GRADE COLUMN. DO NOT BEND=t,..a ♦ Model Name /Number: ( o STRAPS UNDER PLATE. CLEAN ; ; COMPACTED (`+ o 'SEE PLAN FOR PLACE STRAPS IN FILL . ° �4°'a :" v 1820 FILL w CELLS w/#5 REBAR r °' - (TYP.)4 COURSE HIGH CMU BASE > ♦ Plan Issue Date: t• .+� m c� 16 RE -BAR QUANTITIES -' a u , FILLED w/ CONC - SEE PLAN FOR " SIZE. TOP OF COLUMN BASE - " 16" SEE FOUNDATION PLAN SEE PLAN` 2'-0" AFF It Thursday, December 12, 2019 FOR FTG REQUIREMENTS SEE FOUNDATION PLAN ♦ KA PROJECT NUMBER: Y 19-6717 NOTE: DETAIL CD21 / S.2 MAY BE SUBSITUTED FOR THIS o Sheet: �-� Of: DETAIL- UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0" WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. i TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING ' CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) I FRAME OUT TO BLOCK EDGE d EXTERIOR SHEATHING ' ATTACHED PER NAILING SCHEDULE TB13 ON " SHEET 6 ' STUD ANCHORING: a STUD TO TOP PLATE: g R-13 INSULATION AT EXTERIOR SIMPSON SP4 m WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF Y (WHEN EXTERIOR WALL IS AT 16" O.C. o EXPOSED TO INTERIOR SPACE) 2 N �T' � STUD TO BOT PLATE: .E SIMPSON SP4 c LINTEL ' NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH \\ < WITH BLOCK FACE 8" CMU WALL £ ��`\�1\ �RCI WAJ 0) E z s WF21 KNEEWALL @ ENTRY FRONT WALL 3/a" = 1'-0" �P +. A G i PROVIDE 2x4 ON TO '�, , •"••"•. F I~O OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ 3 O.C. (2) 12d NAILS D.C. 12d @OUBLE 2x4 c OIP(IErz S11I1Oy 0.. TOP PLATE a0i STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) a p \ 48" 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. Cal 2x4 STUD M7N o EDGE & 6" O.C. FIELD RUN PER PLAN 'd FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE .� BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR ��� �`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE d ST4W/ I SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD a GA�� I ��` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FR�` I �\ TOP PLATE W 8d 2 1 2" x o.131 NAILS (SIM. W/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 W/ 2 ROWS OF E y E TOP PLATE TRANSITION 12d NAILS @ 3" O.C. WOOD BEAM SEE C �r l- ' 00 .E 2 LoC40 z SIMPSON HUC410 OR 2 a PLAN FOR SIZE i1 O c o - 00 I=' PIPE OR DUCT W/ OUBLE 12d A HUC210 `s 3. � 15 N m,. ac ;t at + +I uS 15 PENETRATION THRU i '�' TO BUILT-UP COLUMN ..- g._ Z W n N n J �I J N €F'Cw ` O�NOi LL LL LL I* *I y TOP PLATE w MORE TOP SPLICE a P E s v N '• .e � zo I a THAN 50% OF TOP -,�� SUPPORT COLUMN BUILT-UP MIN. - $ m t1 s 0: a m -.o n : a 2I o dy O PLATE WIDTH INSTALL 2 ROWS 12d NAILS @ 8" O.C. EACH2x4'S OR 4X4 W/ PLY d W o o a W `- G@ 3" O.C. WSIMPSON PSPN516Z (SHOWN AS4x4) . ZNI d iu m S, �.Pz-a O m a o 3¢ W/ (12) 16d NAILS TYP. 48+ h $ . z o J gf/ I (2) SIMPSON HE TA20's 6" - ffi y .a3 2 ry . O p ~ TOP & BOTT. ^! ' m o w g ¢ o ,.,�, w/(12)-16d EA. TO COL. I NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTiOM SPLICE .''' t, ALT: (2) MSTAM36 STRAPS s Z e>s w e ¢ + + + + TYPICAL BLOCK ' s e $g Q O1LL O N TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. / OVER STUD WALL �,4 Ea TOECOLw/ (13)-10d NAILS z �� LL% 6 ¢ o = 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TIE BEAM "s 5. �s v H- -' y 1- e x WWW.FDSENG.COM I--][] ❑ TOP PLATE W Bd 2 1 2" x 0.131 NAILS ,.d $ PLATE W/ PLYWOOD * NOT RE D. WHEN SHEATHING Q' QT SYSTEM IS APPLIED COVERING NOTE: `6 / 1 1 Z n �; PLATE LENGTHS MUST BE AT w W Z m o LEAST 8'-0" LONG. TYPICAL Z �w cOy O Y W ¢o GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/a°=r-o" CD04 I BEAM @RAISED ENTRY MASONRY WALL vI z g j cD m TOP & BOTTOM �� w ATTACHED W/ ° NAILS @ 16 O.C. OW 16d 2x6 SYP. #2 �O m RIPPED m ro m L V7 a E - v �(� ~ wM _ 1 Sy5 c 2CO BOX HEADER DETAIL � I I� @ O 00 N * CRIPPLES MAY/MAY NOT BE PRESENT. Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION m o alm Q JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. EA OPENING G.C. TO TO O.S.B. INSTALL (3) TITEN HD. W/ 2 - 8d (2) RO)WS OFS STNATIONS W/ (2) ROW ROWS OF STAINATIONS W/ GGERE 5/8" X 8" EQUALY SPACED EA. END OF STAGGNATIONS ERED 10tl/(i) 16d AGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148-, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D=0.162',L=3"1/2')OR EQUAL (D=0.162",L=3.1/2-)OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW NOTFS CONNECTOR RE UIRED HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 1 (2) 1 (2) >4' BUT < (2) (3) (2) (2) 10'-0" - 16 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, c A DAMS HOMES HEADER & JACK - -- H HEADER SIZE NO. & SIZE OF FLORIDA CONTRACTORS LICENSE NO. CRC1330146 &GRADE RAFTER TIES " 'm 3000 GULFBREEZE PARKWAY EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 BEAM SIZE 0 t DIVISION LOCATION: 1) ADJACENT NAILS ARE DRIVEN FROM 3) F00. 4FLY, PROVIDE 1/4'OIA. x 51/2" LAG OPPOSITE SIDES RATHE ACOLUMN. REFSCRERWS EQUAL 15 AS SNOWN FOR 3PLY) (3) 16d PORT ST. LUCIE 2) ALL NAILS NESS OF AT LEAST 3/4" IO 4) REFER TO L IN SECTION 15.3 FOR ,,tt SEE PLAN THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON 2X CRIPPLES @ 16" O.C. SEE SCHEDULE NAILS TYP FOR WLL ♦ Job Information: 24° O.C. ( ) W/ SIMPSON SP2 TYP. N.T.S. HGT. TOP AND BOTTOM L WF37 TYPICAL COLUMNS DETAILS a If z-Rows lad NAILS FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 112" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. ° F.F. OVERHANG 41 CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE- FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D O.C.• SIDE & TOP NAILERII ..TOENAILS III +�I ' ©ATTACHED TO • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •- ROUND/ SQUARE• STAGGERED @ ,m * WHEN STUD LENGTH 12" EACH FACEE OR 3-ROWS _ ¢ >' IS LESS THAN 12" USE 12d NAILS STAGGERED o LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 N STUD WRAPPED OVER OR GREATER HEADER a TOP PLATE & NAILED c O TO HEADER EACH SIDE o FILL ALL HOLES IN STRAP DOUBLE 2 x #2 LL y S.Y.P. HEADER W/ y $ LO 1/2" FLITCH PLATE ¢ c N 10d NAILS @ HEADER. (U.N.O.) YO > M 8" O/C TYP. ,'` uj O FILLING AND BLOCKING AS o > 00 m O DOUBLE 2 x 4 REQUIRED FASTENED TO � ui M CRIPPLE STUD TYPICAL HEADER W/(2) ROWS m Z (U.N.O.) OF 12d @ 16" O/C UNLESS m V NOTED OTHERWISE O J LV Z) O N _I M U) U) 00Lo 2 x 4 STUDS TYP. ♦ Model Name / Number: 1820 CMU SIMPSON 1-17174 W/(18) 16d NAILS &A 5/8" c EXPANSION ANCHOR 16 0 ♦ Plan Issue Date: OpFNl W/ 6" EMBEDMENT U.N.O. OR 000 R 8 1/2" AT GARAGE HG STEP DOWN d Thursday, December 12, 2019 '* * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. SOT. PLATE ♦ KA PROJECT NUMBER: WALLS WITHOUT UPLIFT x 19-6717 WINDOW OR DOOR OPN'G T n Sheet: �. Of: MS18 RETROFIT WALL OVERHANG DETAIL WF N.T.S. WR9 TRANSOM DETAIL AT ENTRY 1n"=1'0" 09 WALL HEADER DETAIL N.r.s. L m 0 TYPICAL WALL DETAILS U - *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 TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR - `-- OR EQUAL TO 450 O.H.UNDER SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. - \ MINIMUM 1"x4" - _ 8d NAILS @ 4" O.C. WALL AND ROOF -- CROSS BRACING -' SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR _ - . ` �. -1 BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. FOR LOCATION , BLOCKING TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. I. THEN 48" O.C. AFTER. NAIL W/ ATTACH L BRACE w/ @ 3-12d @ EACH FND & ® 12d NAILS 4" O.C. c ' CROSSING AT 45 ANGLE. GABLE TRUSS ' (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT d CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO p N , TRUSSSAYCE TO SILL PLATE w/ 10d @ 3" O.C. S DIAGONAL(CHORD IMIN Q (3) 12d ,- BLOCK�LA E / ( NAIL GABLE TRUSS c PER JOINT L 1ST 4 BAYS) TO TOP PLATE w/ 10 16d NAILS 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1 2"x8" ANCCHOR BOLT f 4 BAYS Y NAIL OVER X-BRACE AS SHOWN- Al 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE ° CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. X-BRACING - 2x4 SPF OR SYP FOR NAILING A- MASONRY WALL o .y (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE c c TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON H8 w/ ; d TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. PLAN. 10-1odX11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" n r �\i\\1111Ifli1/i/r� �`X \' c,RQN ••••"�•�'• •• SE SOS WOOD SCREWS GABLE 2x4 BLOCKINGw/ 2-12d TOENAILS NAIL TOP OF "T"° ^h v 1 G �,� PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d 3 � CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BELOW, SEE PLAN. d Q U 10d x 1 1/2" NAILS , NAILS EACH END TO TRUSS TOP ZTYP.. Ero CHORD @ WOOD FRAMED WALL @ DUTCH GABLE F 1.0ffcaai a ��'«tSS A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. 3 11 WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A _ _ _ STRUCTURAL PACE n G.T. SHEATHING F T ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 5 w TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ a SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. F MAX 24" SPAN (EITHER G.T a SIDE OR BOTH IF REQ'D) v (2).12D NAILS MINIMUM (3) 12d 0 G ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR E 1IO a ` SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING a 2. N PLAN 'gall00 gw m N g 3I Z LL 106 Fri�m az 2X4 BLOCKING 6 BETWEEN TRUSSES HIP TRUSS 0 w m� j W A� SECT. A -A < & a3`- mm'mt w to W `g+m\= a w w Z D,waa4 TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. v 9 'w Ern z mama O O Y p N� W3 n �E'-'�mmm 3ETap`p W QNa�a BmO o p y Q <OF J 2 5 m`"o W.FDSENG.COM ❑ D ❑ ro (D m d z N TRUSS NOTES: $_ W a a T Z1. O t J p WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2014 3 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT a m c z Z O IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 0 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ///��� ` CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. o w ~ W 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL °gym Q LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. — 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOTDou E y4. w o5. OF THE TRUSS. m c 4] ATTACHED DIRECTLY TO THE BOTTOM CHORD o PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. (� d m SEE TYP. TRUSS BLOCWNG DETAILS a (a U c N SHEATHING c t0 °: R 3 TO 4 TRUSS x4 SHOWN +5 �% N O m o R ALTERNATE TRUSS SPACES DIRECTION = Q m p ppq N RUS m DAMS HOMES VERTICAL SCAB 2x6 #2 SPF 48" O.C. SEE (2)-1 NAILS 0 W/ (4) 12d TOP & BOTTOM OR H5 TRUSS OR HCLR/LL W PLACE OF (4) 10D SECyION TO TRUSS .0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" d 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING 14 GULFBREEZE, FLORIDA 32563 LATE SECTION B-B TOP PLATE PRE-ENG. TRUSS 7:2x SCHEDULE FOR SHEATHING DETAILS n STUD wALL VARIES w ROOF' s DIVISION LOCATION: SLOPE / PORT ST. LUCIE SEE PLAN CONY. FRAMED RIDGE \ / \ / IR Job Information: MAY BE NAILED W/ MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING / \ / (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ BETWEEN TRUSSES / .. NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR 2x8 BLKING. NAILED ®EACH \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / B REQUIRED W/ (2) MTS12'S REQUIRED @ RAFrERS GREATER \ \ / THAN 8'-0" 2x4 SPF BRACE \ \ / ci @ 48" O.C. - NAIL w/(4) \ 0) COLLAR TIE \ 12d AT EACH END & \ cNn D EVERY 3rd SHEATHIN- RAFTER \ ALTERNATE DIRECTION \ O CL \ o iL Oi 2%4 BLOCKING BETWEEN CB BEVEL CUTS � " , rc y � TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY x n $ �j O LQ c 4) m B TB 2x4 SPF W/ (2) #7X3-1/2" / / TRUSSES < G O > M ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLANSui ` Q BLOCKING / / F, N C PRE-ENG. TRUSS \ / / o 00 @ @ CONT. ROOF SHEATHING AT TRUSS TOP S \ / / M x-i STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / m Z W d SEE PLAN FOR CONNECTION B SIMPSON A34 ORId \ \ 2X4 P.T. BLOCKING BETWEEN7 DIAGONAL TRUSSES W/ (2}12d NAILS ® wooD 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / O O _j'U�/J'� 'Z�/�) Z J coW V) V J AT e'-0" EACH END TRUSS MAX 2x6 RAFTERS @ T-O"O.C. 2X4 SPF BLOCKING \ /\ / BETWEEN TRUSSES a Model Name Number: / MAX. w/ (3) 12d COMMON Y @ 24" O.C. M rn 1820 wi TOENAILS TO RIDGE BEAM SEE PLANS WALL WFOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN \ / \ D (TY (3)12d EA. END (TYP.) / c CONC, MASONRY 4 FT @ 2'-W O.C. MAX W / (3) 10D SEE PLAN �; — — STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT T&BDHDR BEARING SUPPORTp U Plan Issue Date: Thursday, December 12, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE <" @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING a 0 KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION s 19-6717 2x4 S.Y.P. @ 16" O.C. a Sheet: Of: o N T1306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 7EXTERIOR NON -BEARING WALL DETAIL N.T.S. L a ROOF FRAMING 101 AND BRACING DETAILS L^ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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" 6" 6" 6" SINGLE DOOR 13 SINGLE DOOR W SIDELITE F?n 6.n 3„ 0 3a W 3rr III III E I 3„t 13" ,r 3" TI 3„ 6 6r DOUBLE DOOR W/ SIDELITES "A /E ;PACE MENLY ;" a 0 SINGLE DOOR W/ SIDELITES 7W SPACE EVENLY N I .... $". a" a"..... a. a. „ ' SE4LANF NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ' K NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. a r� Pout Dods, / Rake Meld Ono Edge 7" - sto use in 51h("ura un ode �t'" do^ Sod, Gou^sd �.uf5e i Zg' used. SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT In SEAIANTAPPUED ALL LEVEL VALLEY LOCATION MURED, PAINTED rE)mER.WALL FINISH LGAILV.FINI BEHIND FLASHING AND ING A MINIMUM OF 6" ABOVE 6"%6" H ICAL RI VERTICAL RISE OF FLASHING VERTICAL WALLFLASHING CONT. AT KNEEWALL _ _ - AT ENTRY ......__.. ,...... __.. .._ 6" x 6" H CALV. FLASHING CONT NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. 6" FLASHING DETAILS FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION 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" SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. AND CALL OUTS. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACH M ENT MT.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ` 1/2" DRYWALL 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 GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SkEATHING EXTERIOR FINISH CAULK BY OTHERS O'A. WINDOW' HEIGHT 1 EXM-10k 1:1/2" MINI. EMBEDMENT =49 UD OU SCREW MIMI 1/44 MAX LM SHIM SPA'CE INTERIOR Ti .•�.� Installation Incttuttions For NI Flxtl Willows With Mountin Fin �T' —" indudes all of the following series: 628/ 825 / AZ15 / FL15 / AM / FL30 / V1500 / V1S80 / V300 / V390 „JJ✓I.tyry„.; ur,ns Vr= I VT280 I G82000 GB2080 I Preffitiale662 1 Prestioe 882 1 LR10 Madmu n Fastener Spadng Wall Framing: (lambs Kesd and SIN) #Z Spruce/Plne)Fir Silicone Screw #3g� Screws Penetration penetration Glazing Wad Mounting Fin- - _. Cross Section View ad View ofRo Road YMrx6W •" Mrlimum " Silicone eaerlor StwaMirg Nate We slron re M#5d Me acre -lira M r ➢!y fin ss Qtsoup a7wil stated MA57M E21Iofth Mfwey, due fo As&up to nisar varNn#n /n t'ndeasyMWf/d/nq types, /t Is klfep tO IM and userM deaern/Gie tfepropKeratalNtbn olMesettems. t'IE-77777777= in taillr,L yOh tl. Gov; the bhfible we, mey be. Posed bax fOr lnspe¢1lon, but pisasn e .tick' the era➢ tc Ixa:eC, the Mucks fro h a:ci,ex aM o¢he, damage uhtti mnswwo" iscwnpts e, Sep 1 Massue to be sure the opening (s 3/e" to 1/2' larger than to window sift both veidolly and btlboldally. ' You may wall, to pre Arpl the Instigation hales In the M M this tlme. me Anesaurmited haps/n nee flicaukV fta ansmt Reitz Apply a geuenous owed ot spoons W the bedside of tld toadyi hg fim the enough sllfone to sufficiently fill all odds between the fin and the wall dusething. Step 3 trhsertthe wndow lnto aha opedrg hom theoutside. TM w4Wow is labeled "iMde" and'outm*', but f #h Heels hove beef remold the glaring best should always be to the inside of the budding. Stop 4 hall sturs; under the sill, adjusting them unnl the unit h plumb in the ape ang. Shims should be Installed uMer the sill every 2 W. The wirclow s notid be basically centered in the opening wRh n, maw turn 1/4" gap betxeah the window, and wail from . Step 5 IreHll0#10a1-12'saew 4" hoe the comer of the to A each and a the head, sill and both jamid, Step install the rosining festers In r increments from to comer screws m the carter of each fame member. Law cars, not toova- tighten to spews and pit them tMnugh tlhe inn. Also, make sure the screws go in sbaignt and do not cause tre Name to bow. Wall franing shadd be a. nielmsp of *2 5prure/%ne/Mr responds should be #10 ssePrs of sus8dent length to achieve 1-3/8' owustontionno, the well end no less then 1/2' fran edge of framing, Fastener needed In each side of franeto addeve 8" n of Fyaille Membd 10' it" IB" w dir SO- 58' 66" 74' 82" Number of raridhes 1 3 4 1 5 1 a ji 7 1 8 1 9 1 10 1 11 1 11 1 13 Step 7 Reneve ekcros SIIO e' awes out" fom around Cefln and i d for roles a voi&. Leasifisonenifillanywids, Step 0 Udesired, a loam solutions, co templed to Use irrcena gap between tw, window and wall framing. ff applied, ayais musfdelhe NoVfXPAAiDtA1G7 PEFOPoN. Sep 9. Sine Load wm lows are typically used In roans with high mdsese, is; bannooms, t is matnes sided that the Imerla gap between that window ant wall framing also be eased with clkae and Wded so as not to Interfc"e will, fine Instalation of wallboard, tie or inn. Step 10 Once all onds ecton h co npioa, remove the bubble wrap from the Inside and outside the wbdOw. It necessary, dean dine blals with amld debengent and wam water using asof doh, 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 DADE COUNTY APP. IKO Industrues, Ltd Cambric ga AR NAIL SHINGLES W 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Off -rid a vent" M EDGE ANDTYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTR ES IN #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1,1 FL17206.1 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16x7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS F116546.1 2nd Choice +30.0/-32.0 CLOPAY 8 W6 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA U-C 0P. FIBERGLASS DOOR GLAZED INSWING 2x BUCK AT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/£7.0 THERMATRU-CORP. FLUSH FL20461.19 RBERGI ASS DOOR I OUTSWING BE ATTACHEEDD WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL2 461. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" D.C. THEREAFTER, (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered G ALVANIZED STEEL ROOFING R20403.17 Shakes NAILS 11h" LONG W THN1/8"ADIA.RE HANKS & /8' DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Choi Ce SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT UFFICIENT LTH. TO INSTALLAON THROUGH DE BUCK USE #8 WOOD TO WOOD O OFBUCK. FL 17676.1 R9 +40/-5p 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 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1114 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U L 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 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 5/8" MIN. EMBED. INTO WOOD BUCK, 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" "NAILS O.C. IN I FL16503.4 R-3 SOLID IT VINYL DIRECTION N Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1A"-20 MALE PANELMATE W/ 1/4"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12%" O.C. BOTTOM 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: A. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 I -dw\..' ,� vP:\rj s U �0 °p b" 4Q ; r'F L \ v € g g NN to rl 00 rs $,w Z f/9 In W 00 ik 3k 3k 1 o_P o'i g�� rqW LL LL LL I— ym�o Z w Ual ¢t.�sm's ggyoo ar° -N W � .s.� mE°c_- alj iw ed p-9Z0. H - z o �on " ¢ mOFor..�3Zymf DO o T LLl t H ¢¢ �28@� G 0 fN $ m as r°-Sm WWW.FDSENG.COM El ❑ ❑ �I i Ul ZN Ih o a W Q m a W J a � � V Z I — 0 o ° a N 11J Ii ~II os (D 0 w o c m ' Ln i- r6 ;M U L° N E r�\ w '® trod = U 0 Oro) o m F-�--- o'i Q � o o°o Ali 4m p a DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: U O Issass— z L°L c a) LI.I Q aoi ¢ m / c U M c-I 3 N 4) z m 0 0 0 —3 W :D o Jm(nU) 00 i VI Model Name / Number: 1820 VT Plan Issue Date: Thursday, December 12, 2019 VI KA PROJECT NUMBER: 19-6717 T n Sheet: Of: 0 S-5 N TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S REFERENCE INFO (PSL) _ MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH ,� RESISTIVE BARRIER 8 WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS /.�i,' �I " '•�%' DOOR ROUGH OPENING f �J� �J I /WEATHER WINDOW UNIT TO BE USED. R703.1 General. Exterior walls shall provide the buildingwith a weather-reslstant exterior wall envelope. The exterior / RESISTIVE wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a r BARRIER WOOD FRAME CONSTR. °� SLOPE CFLASHING covering from further intruding Into the exteril behind an exterior wall covering thator wall assembls Intended to y.sAn eist xterior wall water tcovering hat has penetrated ndescribed as l a material nd the eorr TAPE EXTERIOR SELF -ADHERED FLASHING 3DHE BEAD OF APPLIED `J E L F-ADHERED F LAS H I N G SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0,3 in: 12.0 In assembly of materials applied on the exterior side of exterior walla for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 61N. UP JAMB L USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. µssme,eo wixornvl OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING I \WEATHER R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISTIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches III. BARRIER UNDERSEAL E OF JOISTS i �I ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (61 min), Where joint occur, felt shall be la UNDER DECKING II �� ' ' , Aped not less than 6 Inches (152 min). The tit or other approved material (SEE DETAIL WP07) b� �� SUBFLOOR shall be continuous t the top of walls and terminated at penetrations and building appendages in a manner to meet the SELF -ADHERED FLASHING requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based p temporarily Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of m HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH eq 1. Cut, told u ri tam orah secure weather RIM JOIST Grade D paper. The Individual layers shall be Installed Independently such that 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 H 2. resistive flashing plus head flashing under weather numbered Items In the list Of Instructions below: barrier Is directed between the layers. Y resistive barrier BUILDING 3. Fold weather resistive barrier back over head flashing and 1 PAPER 1. Install self -adhered flashing in order as shown by numbers o Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to `o seal with tape 2 2 O 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially .N 2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of SELF -ADHERED FLASHING W P 0 1 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize FLANGED WINDOW W P 0 ^ water Into the wall cavity or penetration of water to the building structural framing components. Self adhered membranes FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 3 scoring cuts used as flashing - EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER g shall comply with AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the 3 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. 1s EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as fleshing In exterior walls shall comply with AAMA 714. The flashing shall extend to the \\\\\\ltttillfiHl////� EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER D OF CONSTR. FLASHING JAMB S HEAD ADHESIVE ADHESIVE 6. Fold as shown by arrows surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: `,\`\\N ��O WN /I'&* THRESHOLD OF DOOR AND RETURN FLASHING, SEE 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 ° ^� �-' 0 5 E 'K UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to comer exterior wall finish or to the water-resistivebarrier complying with Section hang for subsequent drainage, '3 � ; �N 0 LETTER ON CHEMICAL � Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings h = � U � COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: g P �6� ••� RELEASE PAPER E (¢i 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELF ADHERED SELF ADHERED FLASHING, �v • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where =_ i 5 .' FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSEZZ VERTICALLY FROM ADHESIVE AS SHOWN) flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and�- JA BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the s THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall ; ,V!4l ROPE SS%Ot A z s MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. ° /�/0 \\\ U SECTION -A NECESSARY IN CORNERS THROUGH a //fflllit{11\`t\\ Q (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. m SELF -ADHERED 1.4 In accordance with FMA/AAMA 100 FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or 4d FMA/AAMA/WDMA 400, F FLASHING OO r £ N 2 .SELF -ADHERED FLASHING 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both NAILING FLANGE 1 sides under stucco copings. iu O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS -I BOTTOM NAILING UNDER DECKING 6 4. Continuously above all projecting wood trim. m FLANGE 8 (SEE DETAIL WP07) 8 7 E V A ��Jl W Co S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. o g s gg Co SELF -ADHERED FLASHING a W P 04 SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P 0 6. At wall and roof Intersections. € � t go 2 e � � � g a * # HALF ROUND WINDOW EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER 7. At buittdn gutters. E g» Z W g m m LL E•- �h � W Q�,ct Li u, SELF -ADHERED FLASHING r-."dw W " ui DECK PROTECTOR '° `�, a Z O a am z a it SHEATHING �'« x F H /R (a O¢ O OE DO M t 7/8" Cement Plaster vas a 7/8" Cement Plaster S e aQ <M v d a in accordance with s e g T UM W ° o _ In accordance with fl ° r o n -- - - SELF -ADHERED ASTMC926 ¢ 0 FLASHING PATCH " ASTMC926 U Felt backed metal v a WYW.FDSENG.COM ❑ ❑ ❑ Felt backed metal Y lathe in accordance lathe in accordance 0 ro A SELF -ADHERED FLASHING ^ - o with ASTMC7063 with ASTMC1063 ;, / 'W\ ? N DECK PROTECTOR � � � - '� Building Paper ? Z ro S Building Paper ME Z M 7/16" O.S.B. 7/16" O.S.B. 3 W a 0 O DOUBLE ; '. sheathing Sheathing ° SINGLE JOIST ,. Z o JOIST SELF -ADHERED FLASHING Metal - Keep top edged vl C0 a SELF -ADHERED FLASHING i o _ 1 Flashing of weep screed ° 4J - n io 3" MIN 2 3 1/2" 2" below top of 0_ �� w ` 4� E Unperforated block � Flange 7/8" Vulcum eDou w ° 1 y ° r..Y. f6 c m E O 5 y Weep Maintascreed cauk bottom V) w o o ' joint only Bottom of Metal Flashing " o ®c> SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P O APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL IN W PO ^ 3-1/2" Unperforated s �- d li 1H0.8362x;DECK JOIST WP07 OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE y Weep Screed Fla 1/2 Cementit ous ¢ w o IQ 1 1/2" to 2' ge 7/8" Wee Screed O n M o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof ' c Lo o - 14M Sheathing Decorative Finish �° ® DAMS HOMES _ r�IllVllr�lD11�'Y't. o • • o, All inside and Vi EXTERIOR WINDOW UNIT outside Corner Will @ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ° need to be miter d 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all y GULFBREEZE FLORIDA 32563 BUILDING PAPER SLOPE in accordance butt joints need to _@ r SLOPE 9• 4 ' beraulked using a 0.3 in : 12.0 in 0.3 in : 12.0 in bec um caulk for all r= DIVISION LOCATION: SLOPE with ASTMC926 g PORT ST. LUCIE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor h VJob Information: SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING - -- EXTERIOR m BUILDING PAPER CEMT. FIN. m N WIRE LATH O a IV VSELF-ADHERED FLASHING Plaster F Finish 8 c WIRE LATH Block < 0 o CYt 2 1/2" Perforated m c 02 BUILDING PAPER Flange 1/2" Weep > op BUILDING PAPER 'Cement o Screed o M 3 °� B Plaster m EXTERIOR 1stflover oblock k' ~ V m 50) o h LE WINDOW UNIT CEMT. FIN. y 0 m (%� Do Install bottom a Slab edge of weep m Model Name / Number: screed 1" below 1820 finish floor w oPlan Issue Date: OPTIONAL DETAIL Thursday, December 12, 2019 3 3 O Note: KA PROJECT NUMBER: The building paper -tend metal lath Y 19-6717 SELF -ADHERED FLASHING \A/P 1 O SELF -ADHERED FLASHING WP 11 SELF -ADHERED FLASHING must be Installed Over the top Ot WEEP SCREED DETAIL Sheet: of: CEMT. FINISH WINDOW HEAD V V CEMT, FINISH WINDOW SILL CEMT. FINISH PARAPET WALL LWP12 the weep screed. SCALE: NOT TO SCALE N W P WATER PROOF DETAILS 5" bath duct to roof cap w/70 cfm fan 42X42 A/C SLAB BY BLDR MIN 2FROM WALL H VAULT 25 SH m l VAULTFU CH 12x12 rag 4x8 1wcd 110 14x8 1wcd ML 25 sH! i i I 8 — 200 -- .sue 1$x16 rig --. 0"- 16x16 ragr- ZE �' aAT H 2 e $�, 4" x WdUP h 14x14 rag , _ tl FAMILY R M1A f - E - 4" 1 10' CD 14x8 wcd - 14 J11 i ; ao CI.& i1 180 i, L - I 10. O 8 ag --'10x6 1 wcd SSH M . 3' 50 II '' VAU--IW CEIUM t 1Ox6 1wcd as; -� 6„ 70 fls 14" - $.,A F.C. ; ,� ®i'. �'`ta " __ � 1iTJJEi2 YAL'LTED !u I �� '`) y -------------- ---- v, wAL - 4x18fbrag oa 8' I 14x8 1w6A. VAUDID G. OINI�uS, RQ(311t1 �. "�..- 7" VAULT®C'E11.1% jII 200 '' 12x6 1wcddrvro Ld15 RUMG- VERIFY NOOK PI 5 - ,�i.:-.-___ UN rag t' � - - - 1 T _ 2x12 9" 1 1 T x 1 - CLC; 45 - I4 1 r ''�x4 1 we N ::.:.:.:..:,........... ....::.:............. 3sss E:N DRYER VENT ° STEP Dt� - ' 1 12 rag ROOM 4 7SHC! ROOF HANSON 90X SQ• CF UNG - hMX Wr {}' a 36' A� vA 'tl EO CEILENG --� \, iNYEFtTEO Y PUI.I.ON.. AIRS : 22 Xs mi : a 2x6 30wcd --- 4" dryer duct to roof cap i .AR GARAGE - w/dryer vent box s'CFiL;p4G LINE OF GARAGE UDOR UNE OF GAF.ACsE DOOR , 1S3 , 4� ; sz i ; ` DI �sz _ OH a x � ��veaHEaL� 004R -- , 16 x T OVERHFAD OtNiR FNANff s. z. E r ETsY. �!wa �FFi��ralS:L� 3.0 TON W/5KW @240V 1PH 18x13 plen scale :1 /4"=1'0" platform by bldr 5" bath duct to roof cap w/70 cfm fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN SCALE; 1/4" =i-O" ALL ELEVATIONS 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 Ss? I Loon fB20 S.F. TOTAL LIMNC (AC) 182rt S.F. GARAGE hRi a-F. COVERED ENTRY (EASE) 5153 S.F. COVERED PATEOf�ANAI 13'i S.F. TOTAiAREA UNDER ROOF 2181C9 S-F. Rating 5 LLJ V l LIJ O 0 — Cn LLJ Cf) 0 Q Q .__I ® o m O Q (V 00 z I �- U) — m LU >_ Z ® Z ® Uj J < f— m Q M EL —i V /