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HomeMy WebLinkAboutBuilding PlansDESIGN CRITERIA �,1; I1� l TERMITE SPECIFICATIONS: T UCTURAL NOTES. STRUCTURAL D C INDEX OF DRAWINGS ���� ur�� -� ,! R318.1 .CAST IN PLACE CONCRETE CODE CRITERIA SHT NO. TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, S 0 I BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 0 SEE SECTION 202 PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION ( REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPUCA71ON 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. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A LUMP F 5 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-1964A/ A1064M. W WF 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 LEIS 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 FLORIDA BUILDING 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 REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-0OR" 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. 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 Eth. EDITION (2017) IS TO 8E IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLAC D W ! 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES ANDARD AND RULES OF THE ADMINISTRATIVE AUTHORITY STANDARDS HAVING JURISDICTION. 2. WALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACH EMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR WOVEN LATH ATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" r ONC 11 GAGE NAILS HAVING A 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fro = 1500 PSI) 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASO RY 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 CIA 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 DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/12O TL/240 TL/240 TL/240 COMMMENTS: 7/16" HEAD OR 7/8" LONG, 16 CAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2017 FRC R703.7.1). *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" ** * TL MAX 1/2" 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 NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE 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 VI GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 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 BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED 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 HILLS. • 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, ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE 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 ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE 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 10 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 CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EAF TH OR CONCRETE TO BE PRESSURE TREATED. R MASONRY. EAT PLATE HALL BE PROVIDED AT BEARING LOCATIONS 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTAC WITH CONCRETE 0 ASO S S S WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PLTTE INS. S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MIC IOLAM (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/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-0 GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. - WALL SHEATHING: 7/16" STRUCTURAL I OSB 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 TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 SO 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 40 (PSF) COMMMENTS: ER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND: SPEED (ALLOWABLE) 124' MPH EXPOSURE CATEGORY B. BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE7-10 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 FEES (+) VALUE DENOTES PRESSURE (•) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.5 (+) 27.6 10 (-) 29.9 O 37.0 (+) 26.5 (+) 26.5 20 ' (-) 28.8 (') 34.4 s O 50 (+) 24.8 (+) 24.8 O '0 1-) 27.1 (") 31.1 � @ +" (+) 23.4 (+) 23.4 100 (-) 25.7 (") 28.8 10 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (•) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 167 TO GET ULTIMATE WIND PRESSURES 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND•BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. I! 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN p. c q0 r 4 ELECTRICAL PLAN a0 y� 'Z l 5 ELEVATIONS -� 6 TRUSS LAYOUT EN S-1 LINTEL PLAN 0 S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS € \\�1111111tU iffy ; N� = �O' 4t OF g �: t, �P� C►R1 \ e ` t9 rrrrrhI N It L\►0 rrrm It m C a 4 d S to q m g5 ggg W (DNJZ g q. E 11 9D N07 BE USED AS WEATHER RESISTANCE BARRI TOP CHORD DIL 10 (PSF) - r BOTTOM O(PSFl SEE FLOOR PLAN :FOR .ACTUAL PRESSURES x g m�fr a PRE ENGINEERED WOOD TRUSSES 1 1, 4( Q.�LLl W BOTTOM CHORD DL 5 (PSF) a W u5 �� 0. w w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER P Z a aI 2 m STRUCTURAL PLAN m P$ a�e a O 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING m o GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s w W R m m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: o s- Z �g8 ¢ a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) w a IL Z d a p 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) 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) [3THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. °'� www.wsErvc.coM 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 80 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) Z r- AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) h Z ,o 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) :5 Z 0 S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ` Q o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 3 a :.. . , .... STAIRS 1 40 (PSF) UPLIFT CONNECTORS FOOT NOTES " V J� z 'g Z d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG _ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. _� /},' TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A ro W ('� Q NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. - FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 9 r �Ln tJ 2 N E 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET- EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. ItIs the IntSnt of Designer/Engineer listed In the titleb)ock of these B woo S ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ' U o 2., FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcomractors are required to �, .. THE EPDXY FILLED HOLE. USE.A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to = a d m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Desfgner/Engineer are not PRIOR TO APPLYING THE EPDXY, ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL INTHE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations F DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prlorto 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All 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 information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ 14) sA"x 21,A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC3330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND. FOR HAS NO DUTY OR OBLIGATION UNDER THIS. AGREEMENT OR OTHERWISE MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 L85 (USE (2) Mi5Mi6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ 14) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be considered for reimbursement by the Designer/Engineer d 3000 GUUFBREEZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced motif cation and approval by the GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND 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. Designer/Engineer. Payments will be made In accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement.' DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS, e 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. I Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS 0 M DATE DESCRIPTION 0 -DAMSHOMES REVIEWED' FOR E W 1 Of Northwest Florida® > h CODE COMPLIANCE N rD 3 ST. LUCIE COUNTY � Z N J w ZD BOCC 0 _j 00 (l) U) LD VI -Model Name / Number: 3000 (3ULFBREEZZE PARKWAY GULFB EEZEy FLOORMA 32563, SlzOjr� � 1820 Plan Issue Date: Friday, April 3, 2020 m � KA PROJECT NUMBER: e d 4 ODEL 1820 sheet: 20-1475 of: N 1 COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REIN Fi SEE PLAN 00 .° / , N 16" (2) #5 REBAR FM01 SINGLE STORY FfG REINF. SEE PLAN_ #5 REBAR (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 'I 'I VARIES GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED, OPTIONAL CURB FOR F.F. MASONRY r# ELEV. 0'-0" ,— l•� 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LEIS W/ (1) - #5 BAR COW. s • ' . , OF RBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE - CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FISERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2 STORY: 20" X 20" 3 6, INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN ; r,' DC)WELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2"=1•-D" U I ON PLAN. FM02 SECTION @ GARAGE 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. FM03 ITHICKENED EDGE 1 1/2"=1'-0" (") 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. F-R. I ALIGN DRIVE W/ BOTTOM OF: RECESS & PITCH DRIVE R ' •', 2 STORY: 20" X 20" 4" DOING. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 18 _ (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2"=1'-0" 2X BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #.2CONT. FOR MORE INFORMATION) SEE 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. S ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 0 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 1 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR ) IN EQUAL UFrS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 4" 16" 4" -----2-#5 REBAR FM11 STEP DOWN BRIG. 1/2"=1'G° FM12 STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT a " OR MASONRY AT TO DRAIN 4"x 4"X i@" c y ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. 8" (G.C. VEdI) 00 F F REINF 1/2" =1'-( SEE PLAN TYP. SEC. (SEE PLARI! 2 #5 CONT. INSTALL LINING `..* ,, 2 #5 BENT BARS W/ MATERIALS PER " MIN. 25" LAP SPLICE FBC-R P2709.2 - N vl ' ' , MUDDED (I-R• 16" SLOPED TO DRAIN MIN. #5 00NIi. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONS REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY oD #5 X 25" X 25" o CORNER BAR ONE N E FOR EA. HORIZ. w FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. 11MI FS.O 1'-0' X CONt. 11-0" 2 #5 E,W. BOT. 2000 9 2'-0" X 2'-0" Ill #5 E.W. BOT. 7200 F25 2'-6" X 2'l V.0. 3 #5 E.W. BOT. 11ODO Fi all X3'-01, 1'-0" 4#6 E.W. BOT. 166M F3.6 3'-5" X 3'$" 1'-0" 4 #5 E.W. SOT. 21500 F4.0 4'-0" X 4'-0". 1'-0" S #5 E.W. BOT. 28000 F4.6 4'-B" X 4-1 1'4" 5 #5 E.W. SOT. 34500 F5.0 5'-0" X 5'-0". 1'-0' 6#S E.W. BOT. 42500 F8.0 6'-0" X 6'-0", 1'-0" 7 96 E.W. BUT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING -INDICATES PAD FOOTING REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4 PVC SLEEVE 2 STORY: �O" X 10" THRU FOOTING W/(3) - #5 CONT. - FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10.1 16, 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12' 12" 32" W. W/ (4) #5 BARS 845# 4'-0" W(5) #5 BARS CONT. >4'-0" - 5'-4" 18" 161. qg^ 48" a,/#5 @ 18" O.C. TRANI 1162# 2%8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE '.SLAB LEVEL SEE CHART ASV. -MAX. I SPACING (O,C.) " fCA W.W.M-TO BE TIED TO #5 COFD.REBAR (1) #5 NORM COW. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4`A" (1)#5 HORIZ. COW. TIED TO EA. VERTICAL REINF RN GRADE B' MIN. f TO TOP OF - STRIP FTG. • •4 COMPACTED CLEAN FILL .� a •. ` IN MAX 12" UFTS STRIP FIG. W/ QTY OF "MIN. COVER REINF. PER SCHEDULE FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN $DUD GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS,BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND rERT. F.C. ARV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND IER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM a9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK ne° FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *§EE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-C" TALL WS u 7 0 r- In= COMP. UNIT I'` I� C HOSE BIBB 13,101. 18.1 14 4'0" 3' 6" a D A F3 I} 3 TYP. CORNERS ■ ■ ■ ---- --- ---------------- I ------------ ■ ■ ■ ■ ---------------------------------I■ HOSE BIBB FM03 i ; FMOl 3Il FM11 i FM11 i ' , A 3 3 , , , ' F2g I F i , �D � STEP DN. 4" , 1 , ' I , 3 TUB W.C. , UNIT+ , LAV .�. p J r�',r �'LAV N '-(� 2' 8" I i Iq �= �1 � N O , ID 12' 0" , `T' W.C. I r 11. Q ■ ■ w I1 3X5 LI a (I F.G. I I Q\ a `-sHWR ; inIt JI ''. I , i 15, 0" ", • • 1 rrT —nl , I—. III ,. =J„ 00 1 � I 12' 11" -------PROVIDE CHASE FOR HVAC UNIT ; VERIFY LOCATION ' I " o 1 , , , r FM1 i Ir,___ O , '90 , 01 1 i — �O FM01 ' i I�QI'I r I I I WASH 3 ; __________________ _e -- -- y-' I 1 +I ---H-------------" ' 0 t• STEP ON. 4" � 2 � ' ',W. H. , FM12 ' FM 1 i 3 I 3 , 1 I , mz 3 ' , STEP DN. 5-k" I o IN C.J 1 4 o ■ I " , 3, 8„ 7' 0„ 1 -`--- 1 ■ ------- ' FM03 o� ' i 3 i t--------------------- ------------------ --' (2) #5 BARS W/IN- EACH F.C. TYP. @ EA. FOUNDATION PLAN SCALE: 1/4' =f-O" ALL ELEVATIONS c 'v J. I I I II I i i # 1J� w, /y e i\(i " W PLO gfr G gg Wa 10 m CL103 E�g,mmQ�aQ N a Be] J G om r �, WWV,'.FDSBVG.CDM ❑ 0 z n SZ z Q rT a Z y w r �Aw■ o E �O w �VV/ Le p Ca r- �!�m U W L° E O � fn Ln Q 0) O 0� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Information: `Job 0 F— z �Lo Lo w k2 In y N N LC)z ~Q m �a J W :D m o Model Name / Number: 1820 VI Plan Issue Date: Friday, ApHI 3, 2020 KA PROJECT NUMBER: 20-1475 Sheet: Of: •{ 3 eEo FOUNDATION PLAN U 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 1 200 GEN LIGHT'G & RECEIPT. + 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 Q 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 1 1/2" VTR TO SANITARY SEWER ASSUMED EDGE OF WALL Q ") 2x6 WALL (FLOOR TO CEILING) 2'-S^ USE 2 RED HEADS TO ANCHOR WALL 24.1 ALTERNATIVE PROTECTION BARRIER N.Ts. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 'C WP GFI DISCONNET It COACH LIGHT COACH LIGHT COACH / LIGHT , BIBB NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED WALL 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 A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 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 FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 1.5. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT MIXTURES 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 �J SDM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET yL W GROUND FAULT INTERRUPT 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AM PS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/D COPPER OR 4/DALUMN. IN 2" CONDUIT MET MAIN \�_// DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL 912 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. i } I �e ti.q"tiitB(h4tif$rOs/, o Tb 5 your"ROq 1 Illlloe r= � a E n li v a R 2 a 05 a 0 m „gg -O a S— N t0 05 A N 00 to Q��e mmO6 J J �W O rn LL LL _875w r M�mti� d8HI a 11E' Q Q8rb, a w u N av �_� Z w%9c 3 w O U 6`mt wli a�mna OOF s w W=ate m O �e �Nao J o a 8 ow av 8 2 � o M y 9 'R c W1Wi.FDSENG.COM ❑ ❑ ❑ W Z 1- m h ro N Z ZR �c Q c J 0_ — Y z a V) 0 $ o _ _ W o E m U — w uon E w o t � c m o F tau m m V N E w OC4 O La '' d 5 sag%' DE (: N c 00 c 00 . DAMS HOMES N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 -a3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n DIVISION LOCATION: z PORT ST. LUCIE VI Job Information: N {D a M o O o � s n 1 N W 0 L0 (a m E +� N O LO N o N In N U m m z F— o a _ _I Lu y m U) U) ♦ Model Name / Number: N 1820 v V1 Plan Issue Date: Friday, April 3, 2020 V1 KA PROJECT NUMBER: x 20-1475 a 0 Sheet: 4 Of: N L b➢ OF ELECTRICAL PLAN TOP FIN BEARING @ ENTRY TOP OF BLOCK FIN. FLR. OF BL LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. 48" OFF FUDGE VENT 12 61 48" OFF RIDGE VENT 11 33/2 SH 25 SH DEL 25 SH FLR m `DEl W'DOW HEAD HGT 25 SH ❑ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH ❑a I DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" ■ 0EH 25 SH 48' OFF RIDGE VENT I m W DEL 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "C" SCALE: 1/4" = 1'-0" 48" OFF FUDGE VENT LEFT ELEVATION "C" SCALE: 1/4" =1'-O" 8" FRIEZE OF B 16" X 30" VENT TYP TOP OF BLOCK _FIN. FLR_ TOP OI BBL( FIN. FLR. VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = nut sq inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides - 1&DO net sq in If Off ridge vent provides 13&DO net sq in/sf Overhang distance 1.33 fb S.F. of Area to be vented (SF) 24Q9 S.F. Total: needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffitarea, lower)'. - 578 net sq inches'. Number of Off Ridge Vents for upper 1/3 needed. 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 0�0❑ 00�❑0 ❑0 \T) �oa0000a FIN. FLR. _ E1011 100110M 16' X 7' 32 PANEL 3068 DOOR W/ (2) 1068" OVERHEAD DOOR S.L. AND 16" H ARCH TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "C11 SCALE: 1/4" DBL 26 ARCH TOP §H LITE TEXTURED DMORA� CEMENTITIOUS COATING BRG. +d ENTRY TOP OF BLOCK a.§ m a AS �gv W L0 ��p W 3k xC it €g c a �rarn G_' IL Dvi'm� m�9..zg W g 0 4 ALL. w v Oaf?� a ¢ fisf� 003 MTEIT a a N 3 ¢ m �$;gm ��c m Z O 0 a� m ry w ,, f �VMh�v.FDSENG.COM ❑©❑ Z M o 0 Q� � Q J EL z (D s z � �Q) w ~ !6 o E U — N ut76 Ow N c on �m 0 — 00 4; �y �ido�a Q,m' Rnrua= u�ew�� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Il O 4j `� Lc) WN z N U) 3 m>� m a U a O J L)1 LO LL _I ) /� M(/1 W / I Model Name / Number: 1820 20 Plan Issue Date: N. R. a Friday, April 3, 2020 KA PROJECT NUMBER: 20-1475 Y a m 0 Sheet: m c4 ELEVATIONS at w w 2 A SEE DIET. TB03 G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16- OSB SEE"HIP/R BLOCKING" 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 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. C' 4 CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04- "X" BRACE SEE q IVIDE DETAIL TBO1 v 0 COMPLY R OMENDATIONS _ p ATING OF 'N - 4 DGE DETAIL O O Z W O J a O 4 Q o d' 0 4 d - - - - EQ. I 11 C TOP & BOTTOM CHORD GABLE END BRACING @ -/ 4'-0" O.C. MAX FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T^ BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Fr. 2 L-----------------------------------------------------------_ I I I � 4 Fr. I ' OI O I 2 I O 2 I I I L---------------------------- �-------------------'' 5 FI, 4 Ff- O O 10 5 Ff. 4 Ff.------------------ O2 ------ E I I 5 , . I �.O O� I I 4 FT. Fr. 0 - O O ---------- 4 4 FF. EN) ROOF NAILING ZONE DIAGRAM AO NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: © NAIL AT TOP PLATE TWO ROWS @4"O.C. WlCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6' O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 5" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 Od RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C. (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 1 Od RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 GO (2) SKI NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD, FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15l32" OSB (2)- 2X TOP PLATE 15/32" OSS EXPOSURE BEYOND SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I 4" I S 12" W/ (4) 8d NAILS S 1/2" I S ALTERNATING STAGGERED 3" O.C. - - I II I II II II SOLID 2x I III II II II I III 11 II II 1 BLOCKING @ ALL SHEATHING rn III III III II II II I III II C I EDGES (SEE o i SECTION X-X) N - III I III OPENING 111 II I - - - - IN I II II III III IIII III IIII III II II III II II II I II II II II II II II II I 2x STUDS w w BEYOND. _ N SEE PLAN o 0 Z -�_ -Ir I I II IIII II II IIII I II IIII IIII 1 I II IIII II II II I J W LL ~ 0 o n o m�5 y WOO H N W � � LL y LL LSHEATHING VERTICAL 1 HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING ~ 2x4 P.T. BASE PLATE BEYOND SEE PLAN SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 10 TYP. U.N.O. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U,N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING CONNERORSC DMEf0NAOAMSNOME5-lfiW9LWC BEMMG INGG gC11Mt MNNFRORUPLIPT TRIIS510 POINT l EONNERORN OBIGN WING fASRNLp9 NORM C1V-05V,E7V,E2VPH7V L/R 3074or less HLTA16/PERT UGMFG I0I0G 01ledx 1-1/2' "US'A06. A09. µ0, 001 L/fl -BOOParlcs HRglfi/XEiµfi Gidl/Isle, 19110G x1-In" 19) ]'d x 1-1/2" (9110tlx 1-1/2" All, p]9 L/M/R l 932 porins r A HETA16/N30A/NFtµ6 1810p/1040N/ 1.)led. 1-1/2" IB10p (9)1W. 1.In' ' Gore L/R -834 a or`I<ss 110A/riT.G 104Dx/1.01 (18)10dx1-1/2- 19110tlxb3n" hal led aI rz" 8m.001Iy 806 L/M/R6lfi porins H10A/NETpl6/Hfiµ6 1a0,/181W/ 19110Ex 1-]/2° IslM Wl lDdx 11/z° (9)30tl x 1 V2- M7 L/M/M/R -725X or lns iUAl6/(2jMR12/(2)MR12/ 18105/1980X/ (28(10dXI-ln" SUA 16 190M/IBIOX P0led x 11rz" (9) led x 1-lt2" Uol lad. ln/2' b0 L/M/M/R 1a59, orins (2)NUM6/(2)NM0/U)Hn20 1920/262M/ N81100x]]/2' /(2)Hffµ6 mdll/'ne. (481 led.I 1P D02A CONTARG 6811 or I"ss NNIEO 330"I (l)Gd®4"0.C. "e're 1RU55 NNUDlONPPUR PER G TRUSSMANUFACNPER' DAIEOFIAYOUi: DAIEOFTRUSSCIRSHEEn:_ 12/9/2019 L=IFFY, P=RIGM& M =M1001£sE4A1ryG5. BFMINGLOG70NSARIIOIIENC£DTOTRUSSMMOlA 1ER'SIR,KSDR4WIN6. ALLCONNECTORGodFSIMPSONPRODUCR C3V C5V y, L N m F 2 RA B E FRAME IG > N m LLS O N m C3V ,`.� C5V C1 1 A08 3/12 VLF 10'-0" CLG 3/12 VLT A07 T815 (2) D S-4 D (2) A06 A05 A04 A03 A02 A01 A01 3/12 V� 10'-0" CLG A01 10'-0" CLG 3/12 VLT A01 AO1 A01 A01 ODD SPACE A01 A02 A03 A04 3/12 VLT 10'-0" CLG A09 3/12 VLT A10 8'-O" CLG C 10'-0" G A11 J > M Al �G C5V 3V ODD SPACE T�15 B01 B01A C5 ODD SPACE B01ALIL B01A 10'-0" CLG 1 BO1 BRIG. 8'-0" AFF C W/ KNEEWALL B02 TO 10'-0" AFF S3GEI5 TRUSS LAYOUT licit SCALE: 1/4" =1'-0" D01 8'-0" CLG D01 D02 GE01 S-4 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SW OFRAME TO HETA76 wl (9)1 Od x 1 112" OR HTA16 wl (10)10d x 1 ill OR MASONRY HETA20 wl (9)10d x 11Ro 1810 HTA20 wl (10)10d x 112" 1686 1 770 O FRAME TO FRAME H2.SA M(10)WNAILS 535 505 RT7AW 10&d NAILS 515 585 O FRAME TO HIDAW(1&)10dx 11PT' 1015 1040 RT16Aw/(17)10d xi V2" 895 1020 FRAME H1GA2W(18)10dx I IZAT2 PLYTRUSSES 93D 10M RT1&2W/(i6)1Gdx 1112"AT2 PLYTRUSSES WS 1060 O FRAME TO WS12 w1I14)1W x i in' (AT EXTERIOR 880 MTW12 wl(14)10d x 1In' (AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 9B0 LOCATION INCLUDE, (3) 12d TOENAILS) 1003 1195 OFRAMETO MGT W/(22)10d NAILS AND 518-A.T.R. wl 12- 3330 MUGTl6Vff0)10d NAILS AND N8"AT.R. wl MASONRY EMBEDMENTwl SIMPSON"sE EPDXY �5 12-EMBEDMENT wI SIMPSON'SET' EPDXY 3330 4495 O FRAME TO HTS20w/(24)10dx 112"(AT EXTERIOR 1yt5 HTW20 WI(N)UNI x 1112'(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO (2)H1TS20w/14S)10dz112"(ATEXTERIOR (2)HTW2ONd(48)104xi1/t(ATEXTERKJR FRAME LOCATION INCLUDE(6)12d TOENAILS 2490 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 3060 TRAME TO HOT-2 .1 (1 B)lW NAILS AND (2) 518-ATA. HUGT2 wl (16)10d NAILS AND (2) 5W A.T.R. O MASONRY wl 1T EMBEDMENT WI SIMPSON "SET- 10690 W/ 12" EMBEDMENT wl SIMPSON "SET" 70M 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FOTR w/[18)114"x3"BOB WOOD SCREWS moo4725 RFUB wI (12)WS9 WOOD SCREWS AND MASONRY AND (211/T'x5"TITEN MD ANCHOR BOLTS (4) 314"x 6"WEDGE-BOLT 7100 1 16)16d SINKERS OJ1 FRAME TO &(7) I"r 2 1750 203U MASONRY (SEE NOTE#6 BELOW) J2 FRAMETO MASONRY/ (2)LGT2w1(32)16d51NKERS &(14) 114R x 21W TITER n PLY TRUSS) [2)LUGT2w/(32)i6d SINXER9bn0) 1 FRAME OR (26)16tl SINKERS FOR FRAME (EA) 3Z3 DM /14'x3'WEDGE-BOLT (2 PLYTRU99) OR (32) 16d SINKERS FOR FRAME (EA) ��M ' J3 FRAME TO (2)LOT3 w/(24)1/4"x W SDS SCREWS 8 6l TITER973D-M NS70.M (2) LUGT3w)(24)1/4'x 211WS26 6480-M 705044 MASONRY/FRAME z 5010E 6960.E SCREWS d (4) 3/8° x.T WO (Z PLY TRUSS) &&F 1 7710E = FRAME 52)18 SINKERS FOR F ANTE (E OR (62)18tl SINKERS FOR FRAME (EA) OR(56) I6d SINKERS FOR FRAME (EA)64 BEAMTO HOFlO OPT MUC410 w/O (18) Uld0) 1G G2080 HONOPT H04101F wl (20) 16tl & (10) 10tl G49G50 ' BEAM NAILS I U91895 NAILS U/I7950 r L BEAMS H P3HUC410w/[18)TITEN HD1100PTHD4151FW10dNAI-x 3' G&3355 MASONRY 1)4" 1/0"#3/4"&(1G)10d NAILS U#1800 U91800 WEDOEbOLTb(10)10tl NAILS 118860 © BEAM TO MASONRY/ HU45 OPT HU046 w/ (6)10d NAILS & (12) 11r x 2314' TITER (TO MAS.) G0154D G#3000 H046 OPT HU48 wl (6)10d NAILS a G01625 G#2015 1 ' FRAME OR 112)16d & (6) 101 (FOR FRAME) UNAW SYP-F Ux1135 SYP4E 02)19" x 23W TAPCONS(TO MAS.) OR (12) 16d & (6) 10d (FOR FRAME) 1IA1030 9YP.F UII850 SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HrA16 OPT (2) HTA20 1870 M MASONRY 1-PLY wI (10)10dx 11/2'OR 2365 2365 1.PLV w/(10)10tlz112"OR 2430 24'LY wl (12)16d 2-PLY W 0416d HTSM16 wl (8)tOd NAILS AND (4)1/4'x2 114' 965 1110 HTWW16w/(&)I(,%ILSA(4)/I4R154' 1146 1225 I METO TAPCCON9 WEDGE -BOLT OFIR MASONRY OR HTSM20 W(10110d NAILS AND (4) IAN21/4' 955 1110 OR KrWM20.1(/0)10d NAILS AND (4) IM-x1 W4' I ; TAPCONS WEDGE -BOLT 1145 1225 H705 w/(8)8tl x11ITNAILSAND (2)318'z4' P MASONRY MASONRY TITAN HD 780 970 1 DTi22W(8)1/4-x1 Vr SDSWOOD OTBTZ wl(8) 114' x1In" WSI5 WOOD OFRAMETO MASONRY SCREWS AND(1)12" O A.T.R. EPDXIED w/ 1835 2145 SCREWS AND II)1/2- 2 AT.R. EPDXIED w/ 1010 ism i SIMPSON "SET" (SEE NOTE CH) SIMP5DN-SET" (SEE NOTE JM) HITS w/(26) 16cl x21N7 NAILS AND (1) FW B HTT45 Got(26) 1 Ad a 1/7 NAILS AND (1) I OFRAMETO MASONRY AT.R. EPDXIED W/ SIMPSON "SET" 4375 5090 51ir0 A.T.R. EPDXIED W SIMPSON "SET" 5005 SEE NOTE w4 BE (SEE NOTE 84 BELOW) i FRAME TO HTT4 W(18) 1 W a Il NAILS AND (1) 5/8"6 HTT45 w/(18) 1 W a 1/2"NAILS AND (II O MASONRY A.T.R. EPDXIED w/SIMPSON'SET 3040 4235 5/8'B A.T.R.A.T.R.EPDXIED w/SIMPSON'SEr' - 4160 '- SEE NOTE M4 BELOW) (SEE NOTE 84 BELOW) + M O !FRAMED H10S W (24) ll la"NAILS 83 Ole LIIGit wl (23)Sd TT Y11'NAIL9 875 1045 E OFRAMETO HMWT .1 (4) 1/4"x1 In' BOB WOOD 760 RT16M w/(9) 1 ad z 1112' NAILS8 MASONRY SCREWS&(5)L4'X2114"TAPCONS 760 (4)114'x 1314"TAPCONS 1395 1385 1 TO VOT W(16) 114W SDS WOOD SCREWS & OFRAME MASONRY (1) 50E AT.R. EPDXIED W SIMPSON =SET" 35M 4940 ) wl IT MIN. EMBEDMENTFRAME i [2) VGT W (32)1/4'x3- SOS WOOD SCREWS ; O TO MASONRY MASONRY &(2) SWO AT.R. EPDXIED .1 SIMPSON 6170 7186 I 'SET"w117 MIN. EMBEDMENT VGT WI (10)114k3" SDS WOOD SCREWS & O FRAMETO HDJ4-SDS26W/(10) 114W 12'SDS WOOD 32&5 45g5 MUGT15 wl 106 NAILS HTT45 wl 416D 1 FRAME SCREWS&(1)S/8"BAT.R. 10d NAILS&(1)SM'O ATA ; OFRAME TO (2) HTTS wl (52)18tl'z21/2" NAILS & 4375 (2) HTT45 wl (52) 16SX212' NAILS FRAME (1)518"8 A.T.R.(SEE NOTE x4) 5090 8(1) 5WO AT.R.(SEE NOTE 114) SOUS ; CFNFRGI CONNFf`.TOR NTITFA 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS wl (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS 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 812'x4" Ty TRUSS VERTICAL WEB w/(2) ROWS OF 1 ad NAILS SA r O.0 STAGGERED. i 6. IT MIN. A.T.R, EMBEDMENT 0 CMU BOND BEAM U.N.O. 6 SCAB TRUSS CHORD W 4'-1)l SYP #2 (MATCH CHORD LUMBER SIM)w/ (2) ROWS 10d Ty14- FROM END 84" 00 I STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE , U MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLSI UNTELSI ICF WALLS UNO ON PLAN 2, CONNECTION AT 24"OR 32"O.C. PENDING VERTICALS FOR ALL FLUOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812193.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSICF WAD.9ILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM 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 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS wl(2)12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN I. CONNECTIONFORJACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIO3IEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERIAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 -_I R 1.._. f-METAL DRIP EDGE + C.M.U. . ICE WALL �_ ./ SEE NP. WALL --- --2 x SU&FASCIA o SECTION '�-ALUM FASCIA E 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2�O.C.SECURE J-C @12"OA VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/a"=r-0" W ilk '., P L 0 Noe! 0PCs 2 .3 c c c W 0 4k 05 aD 4k DD 4t a ed de-Y N $ W qY§21 P a ... a 3 0 ¢4 W U) L ark tT, Z R$ mfi A ea= LLzNa21 Wm 6 GOo GO i T£ E Fe o " Ei d 0. a N ze9 5" P§ z W J ❑ ❑ ❑ UI a3 (/��WW1W.FD9ENG.COM Z Nz In pO W z Q N a c W J Rn w t- � a E u w Un c �o m ul 1- U 2 N E W O ,1 _ I, )p t• m o Q 05 oGOD /IDq fH r%A MCZ LS 0%&A lVQ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE I lobs Job Information: O z C t LO Lu 0 1 cp d N a/ m (D m a z L0 F-YUm y a QJ/'1F�L,I^J�'^ GO o I.J.J V J ( J LL VI Model Name / Number: 1820 Plan Issue Date: Friday, April 3, 2020 VI KA PROJECT NUMBER: 20-1475 Sheet: 6 Of: ROOF PLAN I CONIC.TIEBEAM W/ 3000 P.S.I. COLIC. W/1 #5 REBAR CONT. $IMPSON SP4 W/16)- IOd X 11/2 SP6 OR SP8 FOR 2x5 AND 2x8 WALLS L n LINTEL BEAM: —� DOUBLE 2x TOP PLATE 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BARPSI }' STANDARD HOOKS SEE GROUT,MIN. 25" MS05 FOR MORE INFO LAP (ACI 530) TYP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT P.S.I. CONC. 1, W/1 #5 REBAR VERT. ALL SHEARWALL SEGMENTS INTERIOR BEARING WALL CONSIST OF FILLED INTERIOR SHEARWALL CELL EACH END WITHOUT } • EXTERIOR FRAME WALL AN OPENING BETWEEN. S" C.M.U. FILLED CELL' FILL BLK CELLS WITH 3000 P.S.I. GROUT ONE #5 � IACATIONS }' 2'x 42 SYP/SPF P.T. W/ SHOWN ON THE FOUNDATION (3) 1/2" X 8" -1" BOLTS OR CONC. SLAB SEE PLAN AND FLOOR PLAN. (3)1/2' X 6" EXPANSION FOUNDATION PLAN MIN. LAP 25" (ACI 530) ANCHORS OR (6) 3" X 1/4' FOR MORE INFO TARCONS OR }' (8)27/8'HILT[ TIXDNI TOP OF SLAB NAILS _ 2x BASE PLATE SEE PLAN FOR MORE INFO . 1 � •r. !E I/B AIC/SHEAI ) WALL MS03 FRAME (EXT/BRU/SHEAR) WALL TO N.T.S. MS02 TYPICAL SHEAR WALL SECTION NTs 20" MIN. LAP #5 REINF. SAR BBS N #30R#4REINFORCING �� �B" & BAR #3 #4 I AP SPI ICE ,. 25" MIN. LAP #5 STD. 90° HOOK 05 REINFORCING BAR #5 I AP SPI ICE SCALE'i"d'-0' 38" MIN, LAP ,I^ #8 REINFORCING BAR s GRADE 40 U.N.O. #B LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT RE UIREMENTS SEE TAPOONS SPACING #ROWS 2'x4 1/4" X2sA" 12" O.C. 1 2'.x6 1/4"XVIA- 12'O.C. 2 2'.x8 1/4"X21W 12'O,C 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST W .UNTEL 1 P.T. BUCKS W/ i BETWEEN 1 FASTEN Per NAILER TO MASONRY r ' IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.TS I I RMS51 12" LINTEL DETAIL & GROUT SOLID BAR CONT. O 01 O O O O LINTEL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS EE (9) GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL. RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. a 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. 5. (a) ANY LINTEL DEEPER THAN 32' HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCREIT Fc FILLED WITH GROUT/U -UNm:m SREeAR ATTOP R = RECESSED MIN. I1)R 'D I�QTY. OF #5 11/2" CLEAR I REBAR BOTTOM OF LINTEL CAVITY E 1 toTOP KNOCK OUT 666 LINTEL BLOCK `DORSE F161B/1T �o tOMINAL 1 GROUT 1-p)AMIIY OF MOTH #5 REAT 6M _ BARAT NOMINAL TOP B&M BOTTOM OF M OF p LINTEL CAVITY i 110IT—BOTTOM REINFORCING 7S 8"ACTUAL PPOVIDW IN UNTEI. IYMIES) TYPE DESIGNATION S" NOMMALMOTH GFNFRAI rIDNCR%_ MATFRIAI S GFNFRAI {NCT41 I ATON NMk4 1. Pc Procter llmrds=MOO PSI. + PmVbe ml mortar heed WM bad joints. 2. Pc presaessed 11mals-6000 psi. 2, Shore flied Notate as required. 3. Maxmtl 3ASTMC4T6Pg_!a-U pal w/ 3. SemlletloN of llmal must comply WM Me archUcWrel and/cr Structural drmkW. 4, aggregate aril A" m SI^ slump. 4_ ULlmals ae manufactured SMb 51/2' long notches at the antis to axomvwtlela C'"emmt pea 5. Caromm mmanryopro CMU)I:MVMC90w/ SWIcal call WreanUAq and gmutag mimnwm net area cmnpreasNe svengm=1900 Psi.. S. All llnels Neat or..adL/36O veraeal deflection, except urtels 17'4"and 6. Reber per ASTM ASI S Gmtle B0. anger wtm a nomloel helRlt of T meet or exceed L/1110. Prestressing strand per ASTM 4416 grade 6 6011om F*d added rebar to be Seated at tlw bettmn of tiro (Intel eavhy. ]. 7/3 low rele rAST . T. T/32" di41% wine stirrups are Weteed to ttre bvKom Steel for machalacN erchorege. ]/32 Mrs per & Caat{OPIR#e rate may be Prm4cad In composite llntei lo lieu R cmcrats MC270 Type S. Moma pe A6TM D2]D rypeMaS. memory MlQa. B. Safes Y {y{Inga based on mumbi deaign mdyels par ACI 31S and ACI 530 10. FbrldNY No. 1%1 11. Tra, x (gj eudacs a untals imostad it tudetor concrte mamnry wells ahell ha>a • roeang ®T 6tVCm epplletl In eccwtlmce MM ASTM C B28 orathar epprawd maang. 12 Umels aq&d alpatamao mly vMh vsrikel (gravity and opted anti hodxoMel (hta,W) loads ah44b ba che.1 ed for co n me bedln twth the fdivMg aauedar: AppFed veRlcal Iced Applled iroriaxtal bad <1.0 Safe wfal load Rae holm t load 'O;' O •.� �O 1:1O 10701070 8RF80B/1T SFSAB/1T - " -- IJ © °'. jQ- 8RF141B/1T 8F1Q-1B/1T t'O I�D 0 O •° 8F20dB/1T O 8RF22-iB/IT SF24-18/17OO • T a SF2818/f O O 8F321B/ST HURRICANE ANCHORS (TYP.I+ • PROWDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL 6 FILL SOLID W/ (1) #B BAR FOR ALL WINDOW OPENINGS V-S" AND LARDE LINTEL W/3000PSI CONC. GROUT SHALL BE RUSH SEE GENERAL CONCRETE WITH TOP OF WALL IDLE FOR REQUIRED NT R ]A' $To. 90 HOOK i� HOOK STD. 90 DEGREE fD � ANGLE 3000 D.S.I. CONC. W/1 45 DIA. REBAR 8" x S" x le. CMU U.N.O, 1 A UP- VV/Tly a ataa• �a'•ayo �yA W L,,p�"pa. CIaFs IL y41 `4t\ G pp ee}} v S 8 N LD c � DO � re � a a to ti gE N00 0m may D_� Out ZF 3zF ry cZ a 0 - H s �W 2 die ' x88e 0 0 ¢ oy IL ego m ~ J r - MWY.FDSENG.COM ❑ ❑ ❑ LD vl Z N O m N � z v e Q e J a U V N 4� y W E "V � t �y © c Onfr1 Ln � 0 a N � W ONO O " In !d U N al A DAMS HOM96s m FLORIDA CONTRACTORS LICENSE NO. CRC133014C 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n DIVISION LOCATION: PORT ST. LUCIE Job Information: f a }. pT 0 a (7 a TYP. BOND BEAM 0)8"x8'x16"K.O. LINTEL BLDCK. - C 0 a: <n LO (� PILLW/3000 PS.L W CONC. W/1 #5 DIA. REBAR I- E \ N 00 p Jf / N LID i Q N O O INDICATES FILLED CELL FROM FIG. TO Z > �1 BEAM WITH 1 #5 BAR MIN. amj 10 ® 1 J L1J � 'co() �' O Vl J W V/ V J LO LL a m � Model Name /Number: 1820 m TYP. IDOWEL25" V Plan Issue Date: MIN. LAP (ACI 530) m Friday, April 3, 2020 9 KA PROJECT NUMBER: v Y 20-1475 rn Sheet: s q Of: 0 0 m LINTEL PLAN tip r `An r L 1( 1 _ , 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Y2"x5" EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. V C OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT U W/ WASHER. MIN. 6 PER TRACK TO JAMB. Q° • , m (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o 0 '7 BOLTS WASHERS SET IN FILLED CELL W/ 45 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b v ~ � SECTIONAL- @ OVERHEAD N DOOR " i P.T. #2 7 WOOD '.d SYP 2" X 6" �( 1 v TRIM Q° �OpAR1119144f/ /0 : •'� /� � V �+ 2"x6" P.T. WOOD JAMB t a ; • . ,i , • r•�••",. DOOR AND CONNECTION PER ,: "Ao 0i t tN GARAGE DOOR MANUFACTURER GARAGE SLAB yl �y( TYP. GARAGE DOOR a 3 f �'.e FBC?'„• sa.,,,..,.e� Y TRACK MOUNTING DETAIL ® h�j�0�r�i0'� o _ ���NI/lltllff1i��1� NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS $ Li DETAIL- UNLESS NOTED OTHERWISE v v 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 0 E $�- 00 00 c y i F � 00 HISa_ el d l"0 ik ik # b� � D�nryrn IJL LL LL . -9ru ,gam �zy mW� E - m"B O M a BLOWN -IN R-30 INSULATION PER FBC 'g AND ENERGY FORM SUBMITTED WITH y a 2 �° a -BLOWN-IN R-30INSULATION PER - PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) Y a F m 8 R;^ O a c s IP 8 �_ m m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 LES ORa RGLASS ELEVATION 'o f m ¢ `" T $a 21 Z cv a d a ° PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER , ) OVER APPROVED E " -' o g O ❑ y SEE PLAN (FOR VENTED ATTICS) UNDERLAYMENT o S " a 2 o J -FIBERGLASS SHINGLES OR PER FBCR 905, 1.1 OVER APA ENGINEERED WOOD' RATED STRUCTURAL SHEATHING y F°- W1w/.FD3F]V6.COM ❑ El ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24PRE O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF"- ' PER FBCR 905A.1 OVER APA RATED STRUCTURAL SHEATHING NAILING SCHEDULE) m PRE-ENG. W000 STRUCTURAL NOTES TRUSS ANCHOR (SEE PLAN) ' z TRUSSES @ 24" O.C. (SEE FASTENED TO TRUSSES PER ROOF -- SEE PLAN f-0R — - — ' — - — - z ' NAILING SCHEDULE) 1/2" DRYWALL BRG. HT. n¢J. ' TRUSS ANCHOR (SEE PLAN) ' TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° ETAL DRIP EDGE TRUSS PLATE FACE / 3/4"P.T. NAILER2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP ( ) 0¢ � �00 T. SEE ARCH. SOFFIT. 1/2" DRYWALL 4 4 w/ 2x4 POTUNDER EA @ W o ,. f-METAL DRIP EDGE P fi 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. i� U,•) 1/Z' DRYWALL CONNECT ALL lac STU 2X SUBFASCIA CURTAIN NAILER 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK I x 8 P.T. @ S.G.D. n KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. r 0 c m ww O,H, W/ (1) #5 DIA. REBAR& N TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. SEE ELEV. 3000 PSI CONCRETE TYP,) ALL SIDES / ( a (TYP.) FRAME FOR COR. a _ PLANS PRECAST "U" LINTEL u / 0 // 7. Oo \ °v HERS FOR NON LOAD vi U cv E w o o I 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " / ° ° ' ° `� \ BEARING SIDES NAILED c ' �`'� w w/ 16d NAILS @ 8 O.C. v m o 0ry O C 0 4ffi4N 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" 1-BOLTS � ` / COURSE UL MAXIMUM OF (3) - 2X PLATES MAY BE (1) CENTERED EA. (TYP.)4 HIGH A.F.F. / ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. STOP W/2" WASHERS \ / CMU BASE FILLED w/ CONIC HNQMIlE PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 ell 6 (TYP.) " STAPLE @ Z" O.0 EDGES AND FIELD. NAILS AT 8" O.C. FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO & AT TOP FLORIDA CONTRACTORS 30146 ALL BEDROOM WINDOWS. 11 REBAR W PSI „ CONC. ALL PLAN Al -Al OF COLUMN v 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION " c GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS N a DIVISION LOCATION: LOCATION OF OPENINGS IN N r EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL y w/11-10d TO BEAM FOR BEAM SPEC. z Lob Information: STUDS ARE REQUIRED). N P & TO FRAME BELOW v al NOTE: 44" MAX. SILL MGT. ON r ALL BEDROOM WINDOWS. r i VINYL FRAMED WINDOW `} WINDOW STOOL W/ SCREEN ¢ / CFMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL i FINISH 7/8" THICK PER ASTM N C-926-98A PAPER BACKED FOIL R-4.1 O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL ,"P i MORE INFORMATION). SEE TB13 1/2-DRYWALL PER FBC AND ENERGY FORM P SUBMITTED WITH PERMIT � EXTERIOR FINISH - ; s H ON SHEET 6 FOR NAILING INFORMATION FOR ' (SEE ELEVATIONS) APPLICATION , a n R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FfG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE . 25' < = 1tl Uj O LO +O 0) V M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON H ETA20 ' BUILT-UP CORNER MIN 2x4 > 10 m HD)w/2"WASHER AT 32"O.C. WOOD BASE w/10-10d TO COLUMN Al , Al (3) $ rd N Lo A y WOOD BASE MIN. 6" FROM END - SEE WS07 ON FOUNDATION PLAN , POST , OR 4x4 POST W/ 2x4 UNDER o m Z i FOR TERMITE SHIELD SEE FOUNDATION PLAN , , SEE FOUNDATION PLAN FOR EACH END OF BEAM �— U a FOR SLAB INFORMATION TOP OF SLAB ----------- ' SLAB INFORMATION TOP OF SLAB -- - — NOTE' ' 2 X 4 P.T. PLATE SoO J W= M L2 BOTTOM STRAPS MUST BE Cn (1) * to INSTALLED ON INSIDE OF Sri a GRADE GRADE COLUMN. DO NOT BEND Model Name/ Number: ( a P!AN'FOR STRAPS UNDER PLATE. 1820 CLEAN '" 3 N 'SEE PLACE STRAPS IN FILL . ^, ° Cy;*" ;' ° Y COMPACTED RE -BAR QUANTITIES y "" CELLS w/#5 REBAR 'r „ .; , (TYP.)4 COURSE HIGH CMU BASE '•• Plan Issue Date: FILL .. , ; I,, FILLED w/ CONC - SEE PLAN FOR o 0 # " SIZE. TOP OF COLUMN BASE - Friday, April 3, 2020 SEE FOUNDATION PLAN SEE PLAN �� • "• 2 0 AFF g KA PROJECT NUMBER; 16" �----� FOR FTG REQUIREMENTS SEE FOUNDATION PLAN ' ' ' ' u 204475 Y NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE A `a Sheet: 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. 1 a U TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) *WALL: SEE TRUSS PLAN FRAME OUT TOFOR CONNECTION BLOCK EDGE FRAME OUT TOBLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILINGSCHEDULE T013 ONSHEET 6 STUD ANCHORING:STUD TO TOP PLATE:R-19 INSULATION AT EXTERIORSIMPSON SP4 2 X 4 #2 SPF KNEEWOOD FRAME WALL PER FBC R-13 INSULATION AT EXTERIORAND ENERGY FORM SUBMITTED STUDS @ 16" O.C. WOOD FRAMEWALL PER FBC STRUCTURAL SHEAWITH PERMIT APPLICATION 2 X 4 SPF BOTH SIDE FROM TAND ENERGY FORM SUBMITTED (WHEN EXTERIOR WALL IS AT 16" O.C. WITH PERM TAPPLICATIONTO BOTTOM OF BEAEXPOSED TO INTERIOR SPACE) 1 (WHEN IXTERIOR WALL ISo PER NAILING SCHE'N 2 X 4 P.T. STUD TO BOT PLATE: EXPOSED TO INTERIOR SPACE) m SIMPSON SP4 SEE PLAN FOR BEAM SIZE w c LINTEL ti•.' `3 I; 1/2" X 8" .. L BUILDER FRAME NOTE: HOLD FRAMING 1/2•' ANCHOR BOLT RADIUS AS REQUIRED a BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH v WITH BLOCK FACE 8" CMU WALL ! 2x BUILD -OUT BEYOND o ,,®,��\41141(li1 llfllg?7 3 \ �X® 'aRp AI �'rrrrr WF21 KNEEWALL @ ENTRY FRONT WALL 3/WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. T 4"=r-0- 1� (� Lu U �o Lu PROVIDE 2x4 ON TO o °" Cg OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 0 TOP PLATE ATTACH w/ 3" O.C. OUBLE STRUCTURAL SHEATHING (SOLID (2) BLOCK2x6 NAILS ) TOP PLATE �`-� `rr`, OflffEj )($ (6L+011 7/15" MIN. NAILED W/ 8d 4e M7 $ ti COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE o' BOTTOM OF FALSE BEAM POUBLE 2x8 a � NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �`� \`^ TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n STANDARD �� `� SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD c GABLE END ` l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN ` FRAMING 7` ` TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 E *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF a n m 12d NAILS @ 3" O.C. TOP PLATE TRANSITION WOOD BEAM SEE SIMPSON HUC410 OR 2 RCN Z PLAN FOR SIZE i HUC210 O gg # # ` PIPE OR DUCT W/ OUBLE 12d ' TO BUILT-UP COLUMN _ 9 a 0 m m u. Q +1 lil PENETRATION THRU 5 7° " = TOP SPLICE , "� ' SUPPORT COLUMN BUILT-UP MIN. _ 6 m = 0 ,i; m 5 w + +I N TOP PLATE w MORE '' '�2x4'gIt Z.k a' I o THAN 50% OF TOP ROWS 12d NAILS @ 8" O.C4EACH2PLY d a o .12 a 6 F m 5 a ui w (SHOWN AS 4x 4) Z a ¢ 2X TOP PLATE TO I PLATE WIDTH INSTALL ' i ^ 1O ®a' 3 @ 3" O.C. (2) SIMPSON HETA20's u $ 6 W C) tL o 0 / SIMPSON.PSPN516Z ° G: 0 GABLE END W 16d > , � � v o � .a 4 "- NAILS @ 8" O.C. J 48+ w/(12)-16d EA. TO COL, Y p m - I W/ (12) 16d NAILS TYP.Li , -i' �'"', ALT: 2 MSTAM36 STRAPS o 5 n S' 2 ¢¢,li + +I--- ,-+ TOP&BOTT. A! ' () ` -@& Na� a +I + + NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS �, p OTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-10d NAILS e ° e 0 d " w p N OVER STUD WALL a �, Ea TO COL, o$ Z O 13 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ I*; TIE BEAM s" ¢ ISO W W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO �, $ WwN.FDSENG.COM ❑ ❑ ❑ PLATE W/ PLYWOOD TOP PLATE W Sd 2 1 2" x 0.131 NAILS o v ro .n SHEATHING PIP REQ'D. WHEN QT SYSTEM IS APPLJED m ` z o COVERING NOTE: PLATE LENGTHS MUST BE AT z m LEAST 8'-0" LONG. TYPICAL '�`� /\VI�+�J\ a GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. a s J L J L J L 2x8 SYP #2 `. n m TOP & BOTTOM o ATTACHED W/ r i (1) ROW 16d 2x6 SYP. #2 o O IV CO ° NAILS 16 O.C. RIPPED a �f6 °� c F o00 ,.. 1�• 1h BOX HEADER DETAIL®� op * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 - Bd INSTALL (3) TITEN HD. EA. END (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED NOW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED led COMMON WIRE PAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.149", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-OA02",L=3I/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162% L= 3 1/2") OR EQUAL JACK TO HEADER, NO BASE ED E VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR DAMS HOMES NAILED TO TOP PLATES,' HEADER & JACK = FLORIDA CONTRACTORS LICENSE NO, CRC1330146 HIZE N0. &SIZE OF RAFTER TIES v 3000 GULFBREEZE PARKWAY &GRAD & GRADE EACH END GULFBREEZE, FLORIDA32563 a SEE PLAN FOR (2) LSTA 30 BEAM SIZE DIVISION LOCATION: NOTTS,1)GENT NABS ARE DRIVEN FROM 3) FOR 4 FLY. PROVIDE I/4"DIA. x51/2"LAG CONNECTOR REQUIRED PORT ST. LUCIE OPPOSITE& DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLV) W 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR SP4 AT (3) 16d SEE PLAN 2x CRIPPLES @ 16" O.C. SEE SCHEDULE ow Job Information: THE THICKNESS OFTHE LAST L4MINATION. ADDITIONAL INFO. COMMON FOR WLL �24" O.C. NAILS(TYP)T W/ SIMPSON SP2 TYP. r s WF37 TYPICAL COLUMNS DETAILS N.T.S. ' I HGT. TOP AND BOTTOM 2-ROWS 12d NAILS fb STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �r. F.F. OVERHANG .. CMU Y. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- /� /Poo , • PERLOCATION---.6, �`� Illi%0 //IoILER / / Oil 4 kill EACH END TYP. ! • • • ! p . • •� :d NAILS. SEE DETAIL ABOVE ELEVATIONSEE FOR ' • • SQUARETRANSOM BOX HEADER—] EACH • 12" O/C EACH 3 O * WHEN STUD LENGTH IS LE55 THAN 12" USE FACE OR 3-ROWS 12d NAILS STAGGERED ") r LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 M STUD WRAPPED OVER OR GREATER HEADER a O TOP PLATE & NAILED TO HEADER EACH SIDE _o FILL ALL HOLES IN DOUBLE 2 x #2 s a STRAP S.Y.P. HEADER W/ a c ,; Lo 1/2" FLITCH PLATE = ' I �O 0 lJ�. SOd NAILS @ HEADER. (U.N.O.) m r , W L N V M 8" O/C TYP. E ` +• o- FILLING AND BLOCKING AS / Ln 3 DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS m Z M O a � Y U v TYPICAL (U.N.O.) _ O J W Z:) m o NOTED OTHERWISE U J '^ r^ uT L_ (n V, v 2 x 4 STUDS TYP. m � V Model Name/ Number: '1820 LCMU SIMPSON HT74 W/ (18) - 16d NAILS &A 5/8" EXPANSION ANCHOR o Plan Issue Date: W/ G" EMBEDMENT U.N.O. !!�� Friday, April 3, 2020 OpFN OR 81/2" AT GARAGE d STEP DOWN ' KA PROJECT NUMBER: k * HOLD DOWN CONNECTIONS mVI 20-147s NOT REQUIRED @ BEARING P.T. BOT. PLATE 41 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT s WINDOW OR DOOR OPN'G o Sheet: S�� Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2" 1'-0" WF09 WALL HEADER DETAIL N.T.S. 3 TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX i F, I _ SAME SPACING AS BOTTOM CHORD LATERAL BRACING - , DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN i l�;l I TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR !. OR EQUAL TO 45* O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. ' MINIMUM 2"x4" "- - 8d NAILS 4" O.C. WALL AND ROOF .>�( ' CROSS BRACING ° _ - �• SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS - (SEE PLAN FOR - BETWEEN TRUSSES @ 48" LOCATION) BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS w/ &12d NAILS EA, GABLES 3'-0" TO 5'-11" TALL. END 2x6 SYP L BRACE FOR "• 2X4 SYP CROSS BRACEFGABLES 6'-0" AND TALLER. A PROX. 8' FROM RIDGE • ='' THEN 48" O.C. AFTER. NAIL w ATTACH L BRACE w 8" D. Cro EACH END & 12d NAILS @ 4" O.C. 6 ' , • • CROSSING AT 45° ANGLE. GABLE TRUSS w - (NOT RE '- WHEN GABLE IS Q FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT � CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO o TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ lOd @ 3" O.C. w (3) 12d W/ 3-12d TO CHORD (MIN BLO K/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) t� TO TOP PLATE W/ _ 16d NAILS @14" O.C. CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE BOLT NAIL OVER X-BRACE AS SHOWN- 4 BAYS AT 48" D.C. MR N �" INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL o W/ (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 ; TB13 FOR ATTACHMENT SIMPSON HS w/ OVER JACK TRUSSES, SEE PLAN. 6 y TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-1odx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" D.C. w/ S 1/4"zl 1/2" _ _ -i. PPNIP PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE 2x4 BLOCKING W/ 2-12d TOENAILS END TO TOP PLATE BEAM NAIL TOP OF "T" / \\'�`illl `\N0, '/6F CENTER LINE OF HIP/RIDGE, TYP. TO GABLE TRUSS w. 2-12d FRAMED WALL BEAM .3 \�` g� • Y BETWEEN TRUSSES W/ (2) 12D AND 1-SIMPSON H8 w/ • • Pf NAILS EACH END TO TRUSS TOP AN BELOW, SEE PLAN. lOd x 1 1/2" NAILS N e"I•' ,."• �� CHORD @WOOD FRAMED WALL @DUTCH GABLE v ��' 0� o A TRUSS ALTERNATE TO BLOCKINfi PRE-ENGINEERED VERLAP TRUSS BRACINGr GE01 GABLE END BRACING :::N.T•Sj '• FL p TRUCTURAL WOOD TRUSSES. AT CESTONETRUSS 6" ovERLAP /moo - G.T. -- - SHEATHING%/t fESS10N �I��PlPllllll4i1�g� ADD 2X4 ALONGSIDE RIPPED 2X4 SYP tt1 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD �_ LL TO PREVENT SHEATHING ACK - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE IF 12d NAILS @ 6" O.G MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) a m m 9 ROOF (2) 12D NAILS MINIMUM (3) 12d 12" O.C. MAX SHEATHING A PER JOINT MINIMUM 2"x4" SPF OR T ro `6T SEE SYP TRUSS BRACING *SPACED AT 10'-0" MAX E PLAN F ro mg W N m � c Do 2X4 8 OCKING h HIP TRUSS °81v1 _g BETWEEN TRUSSES SECT-A-A���.,{ Q��LL w = g O'W gag a :.N1 $g r a `s 0 o TBO3 HIP / RIDGE BLOCKING DETAIL N.T.s- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. a go B El El 0 41 H 1WYW.FDSENG.40M Z S TRUSS NOTES: ¢ 'dlY�—'{ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 "�i (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 13 APPLIED, AND a 10 BRACING SHALL THEREFORE OE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED C Z p6 TO 8SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY (D g c_ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ro _ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL V w LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. ro . � O E 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. _ G 4. ADDITIONAL BOTTOM CHORD BRACING SHALL.BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. HEIGHT. d O m o w � c m 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL s o Ln SHEATHING c w I'- F 00 jl#� 3 i0 4 TRUSS ALTERNATE SHOWN V _ 'J TRUSS SPACES DIRECTION V c s Lo w,M — Q 01 O'OM \YI RUS ai °c° ® DAMS HOMES VERTICAL SCAB 2X6 *2 SPF 48" O.C. v' �I W/ (4) 12d TOP& BOTTOM OR H5 SEE TRUSS 12)-1 NAILS y OR HCLR/U_ IN PLACE OF (4) SOD SECyION TOE TRUSS - REWIRED @ RAFTERS GREATER THAN 8'-0" B-B FLORIDA CONTRACTORS LICENSE N0. CRC1330146 SEE STRUCTURAL NOTES AND NAILING m 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SCHEDULE FOR SHEATHING DETAILS == GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS LATE SECTION B-B TOP PLATE VARIES W ROOF a SLOPE DIVISION LOCATION: 2x STUD WALL € PORT ST. LUCIE SEE PLAN \ CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. \ \ 2X4 SPF BLOCKING \ / / °' ♦ Job Information: (4)12d WHEN IT LANDS VERTICAL SCAB 2x SPF 48" O.C. W/ (4)) 1122d \ BETWEEN TRUSSES / \ NEAT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 46" O.C. MAX. \ / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ / B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN S'-0" \ 2x4 SPF BRACE \ @ 48" O.C. - NAIL W/(4) o /1/ COLLAR TIEN 12d AT EACH END & \ \ EVERY3ra SN EATHIN --- RAFTER ALTERNATE DIRECTION \ \ M o O 2x4 BLOCKING BETWEEN CB BEVEL CUTS O TRUSSES W/ (2) 12d NAILS (ORTONAL) @ EACH END, CONT. EACH BAY / / TRUSSES Y 4) B TB 2X4 SPF W/ (2) #7x31/2" / / SEE PLAN Q C "' V% ALTERNATING OB WOOD SCREW EACH TRUSS / / = ,0 OR H5 @ 48" O.C. -1BLOCKING i LO 00 PRE-ENG. TRUSS \ / / > N D. % CONT. ROOF SHEATHING AT TRUSS TOP \ / / / / Lo N V N In 3 STRUCTURAL SHEATHING CHORD AT ALL HANG FRAMED AREAS TYP. \ \ o j SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / m 0- e (USP MP4) @ JM Dr^""I = 'Con 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2p12d NAILS @ WOOD - 2x8 A2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / /\ / 2X4 SPF BLOCKING o 0 (� J U) AT 8'-0" EACH END MAX TRUSS • 2x6 RAFTERS 0 ZO"O.C. \ Y \/ BETWEEN TRUSSES CO V / ♦ Model Name/ Number: MAX. W/ (3) 12d COMMON \ / \ @ 24" D.C. MAX.W / 7 WALL BELOW TOENAILS TO RIDGE BEAM (3)12d EA. END (TYP.) / • •e 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT @ 2'O" O.C. MAX W / (3)10D SEE PLAN 1820 CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD �+ 2X4 CONT. AT T & B CHORD BEARING SUPPORT 1/2" SPACE ♦ Plan ISSUB Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Friday, April 3, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING 0 ♦ KA PROJECT NUMBER: INFORMATION m Y 20-1475 2x4 S.Y.P. @ 16" O.C. s .a Sheet: 4 Of. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N.r.s. N ROOF FRAMING T 0 U AND BRACING DETAILS i G !3 G 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3 o.. °.. 3., 3„ 3- 3„ 3„ III III E I E 3n 3d d 3 3" 3„ 6, 8' DOUBLE DOOR W/ SIDELITES pA fE B ;PACE .VENLY E SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O I M TOP OF SLAB Op Z 1 '11 ^11 °I IN, 11°, II ° f , If it o v J vl 16" MIN. DIAMETER ! CONCRETE FOOTING 5" SPACE EVENLY pAF ?"'.1 b- 8' S- 8• g. sEA AN NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. 00, '0w5e 3Uo Cp°U5e tsar F. � .rW Rake Metal DH �29 s / IPRO62S.a PEE e t°us Sill WmM 1" PNOVIIR fMaP EC wowycentenine SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TENURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6• ABOVE G• X G- H GALV. VERTCAL RISE OF FLASHING VERTICAL WALL FLASHING CON. AT KNEEWALL T ENTRY PIASTER STO SEALANT ROOT ROOFSHINGLES 6' X 6" H GALV. FLASHING CONT.1 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLASHING AT ALL VERTICAL WALL INTERSECTIONS \` WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16'. x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TVDIr'AI Ov RI Ir V INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ` 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOO FRAME , BY OTHERS SHEATHING - BY OTHEAs CAULK BETWEEN FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WYNDOW HEIGHT EX; t 1/2" M3N. EMBEDMENT --10 WOCID SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S LM 1/40 MAX. SHIM SPACE AM wont OF ROOF cEtaE DRIP EIJ i FLANGE. GRIP GABLES OF as Marinum Fastener Spacing (Jambs, Head and SIIO -_ ❑ I� Screws, _ MPWilnp amrlor V&tv Raw V*Idaw df Well Framing; #2Sprute/MrµjFir orBeair Silicone _ WS Screw, 2" Minimum Panama. Glazing Beed`� t-3I8' Cross Setflgn V Jew IBWIa SAeathinp nimum trr ne Will., We die p/ ppNM/w Dec# penaer#ebd/n ! i i. waver, duets V&kumincaftndbu#OlnD WPes d1F1eRUPto Me eneasertodelezelm the➢ro#erin#te/pdan orMeae ftems, pr°tprt the hlak2 from scraL:he. anal °n per dtNage ua61 wnecnleion Is eprnycL Rapt Measure to be sure the openings 318" to ill" larger than the window ale both vertically and hodmnraly. ' You mar wish to pre-dnN the installation holes In the fin a,I.�thk term die /AVQSM themoun /yn der ae/1]n 942 Apply a garments head of silkone m the backside of the naming fin. Use enough sa cone 0 sufficiently fig all voids I eApwe sn the fin and the well sheathing. Step 3 ]meet the widow Into the opening men the gpstde. The window is labeled "awde" and "outsde", but If these labels have been remind, the gladog bead should ahuays be W the Inside of the building. Step 4 Insult shims under the sin, adjusting in- until the ud Is Plumb In the opening. SMms should be hospital Under the sell away 2 feet. The window should be baskai centered in the Opening with no more than 1/4'gap between the window and wall interim S tntaga#lOzl-Yscrew 4" from the coma of the tin at each end of the head sal ad both'mbs. Stet' 6 Indaa the remaining lasoeners In 8• Increments from the corner screws to the center of each frame member. Use care nut to awer- tighten the screws and pull them through the fin. Also, make sue the screws go in straight and do not Wuse the home to bow, Wert framilm should be a minimum of #2 spruce/Poe/Fir. Fasteners should be#iD screws of sufficient two to achiee 1.318" Penetration ado the wad and no less then l/2"Boer edge of Main Fashmer quantities; needed In each side of fame to aclueve 8" spacing Stop a If desired, a foam Insulation an be applied to the interior gap between the window and wall hammg, R applied, ffih; cbe tlr NON EXPANDING ML rorsx, Step 9 $inn these windows are typically used in rooms with Gbh moisture, k; batlhronms, 8 k remmme sled that the Interior gap between the window and well Framing also be sealed with salmne and coded an, as not to Interfere wish the asGhaticr, of wallboard, the or trim. Step 10 Once all construction Is complete, removethe bubble wrap from the mcce end outside of the widow. It necessary dean the Gods with a mild detergent and warm water uainq a soft cloth, Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006A R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-rld a vent" " FL21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 S C 1#30 ASPHALT-SATASPHALT-SATU RATED ORGANIC F T ATTACHED IN ACCORDANCE WITH R905.1.1 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS L16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 s x 7 TF'lLi5279.36 Swing Doors: 1st Choice +67.0/-67.0 THrUO FI RG RrLASSS DOOR GLAZED INSWING 2XBUCK ATTACH MENTTOBEATTACHED WITH 3/16"X3" TAP= S MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSH FL20461.19 FIBFRGl ASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Sldln 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS I%" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL Fi20403.17 N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1 A" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 3540 SERIES 0a +50.0/-50.0 MI WINDOWS window PicturIN SUFFIENIT LENGTH TO ACHIEVE 11b" INCH MINIMUM EMBEDMENT FI18644.3 R3 WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETEH5804.2 8504.1 Mulllon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4r1. 926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMFL EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 13s" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FORSHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENTT LTH. LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice+55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT / HURRICANE STORM 24 Ga. Galvanized DIRECT MOUNT. TOP sA"-� 0 MALE PANELMATE W/ 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12112" O.C. BOTTOM 1/4"-20 SIDEWALK k7L Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FL # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 l i 4� I rl _ 2 INJ aggti ' '."u.l toga A�'I � W 8 g m . a '+p W Q U) rk 00 'k u €s g D f4'0 6 D::�Oiz° 38� $ 01 W q��s,� w a Ian N H,3A] Oq��� m ¢��Sg O 3 ° g�$L s 9 R3 &� LTs_ag• IZV r 'E m � pagi[md a �19 Q`"aoci a a �oN g.j.,Z-n W O�� er WWW.MSENG.COM ❑ O ❑ M —0 10 Z WWW Z M O Z \) m a / J 0¢ ) ) ~ QX o E 1 1 W V) W In c W 0 O m _ t/3 U met wN E IF-W 00 00 U ov hQ C ¢ pax m d °o DAMS HOMES _ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Cf O (ea— z �LO o cn W + rn ` @ M 14 to � Z . t. y i • > al m C) a 0 _I Lu m o _I m Vi (n n LL Model Name / Number: 1820 Plan Issue Date: Friday, April 3, 2020 KA PROJECT NUMBER: 20-1475 Sheet: Of'. S-5 MATERIAL REFERENCE INFO (PSL) 11 W lSJ I MECHANICALLY FASTEN AS THROUGH FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO B E USED. R703.1 Ganeral. Exterior walls shall provide the building with a weather•resistant exterior wall envelope. The exterior `WEATHER / RESISTIVE WINDOW UNIT wall envelope shall Include flash) as described In Section R703A. A water -resistive barrier Is described as a Pe � BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SELF- ADHERED FLASHING 314"-1"BEAD OF CONSTR SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 Cm) -ADHERED barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, " tsso"ai:n wwnowi WALL BY 61N. OUP R L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D228 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water-realstive barrier shall be applied over studs or sheathing of all exterior wells. Such RESISITiVE lilt `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 BARRIER SEAL TOPS OF JOISTS /! ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 8 Inches (152 mm). The felt or other approved material UNDER DECKING U F 0 SBLOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the 7 SEE DETAIL WPOof ( )Iape requirements t he exterior wall anus as described I d n Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Out, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds 10 the Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate continuous and any flashing (installed In Section resistive barrier above header to allow for fleshing installation plane accordance with R703A) intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list of Instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 t 2 PAPER 2 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that la applied over wood -based sheathing has a water resistance equal to or greater then that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Scale: NTRV� SELF -ADHERED FLASHING FLANGED WINDOW PO1 SELF -ADHERED FLASHING WPO2 SELF -ADHERED FLASHING W PO3 scoring cuts water Into the wall cavil y or penetration of water to the building structural framing components. Self adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRI 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 C3281, AAMA 812, or other approved standard as appropriate for the type of sealant EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply With AAMA 714. The flashing shall extend to the ADHESIVE surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit i. Exterior window and door openings. Flashing at exterior window and door o nl p g pe rrgs shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanicallyll withAAMng;712• Flashing at exterior window and door openings be callyylatt flexible ih� LETTER ON CHEMICAL SCOREDof 8. Mechanically fasten as necessary a I In accordance wd ormoreply h COMPATIBILITY RELEASE PAPER ` 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the SELF -ADHERED SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND MINIMUM 6" REALEDAnB+EPi EERRTOEwE�OSE flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and VERTICALLY FROM BOTTOM of door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive barter for subsequent drain Openings g pan flashing shall q drainage. using z s ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1"2. In accordance with the flashing design or method of a registered design professional. eg 3-3. In accordance with other approved methods. SELF -ADHERED FLASHING O \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WOMA 300 or FMA/AAMA/WDMA 400. V 2 3 SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 DO NOT FLASH OVER - 2 © SEAL TOPS OF JOISTS UNDER DECKING t 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs allach to a wall or floor assembly of wood -frame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING HALF ROUND WINDOW A W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK IWP05 SELF -ADHERED FLASHING INSIDE (� W PO CORNER V 7. At built -In gutters. SELF -ADHERED FLASHING DECKPROTECTOR 3 - SHEATHING 7/8" Cement Plaster W13" Cement Plaster in accordance with ASTMC926 In ce�h SELF -ADHERED T 8 ASTMC926 FLASHING PATCH _ - - �� a „ . _ Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING _ wRh ASTMC1063 With ASTMC1063 DECK PROTECTOR �, b Building Paper Building Paper 7/16" O ;,• .S.B. 7/16" O.S.B. .- .. --E, sheathing %. sheathing DOUBLE s I SINGLE JOIST Metal - - Keep top edge JOIST i � SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 Flashing of weep eed screed l below topof 2 3 1/2" -block 3"MIN - Unperforated 4 Flange 7/8" Vulcum Weep Screed caA bottom O 5 joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER W P 08 PPLYA LIDIJID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" t0 2"A 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish b • • o, All inside and outside ill EXTERIOR WINDOW UNIT O needtobe miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER in accordance .•,•o, •o, •, butt joints need to SLOPE SLOPE with ASTMC926 becaulked using SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor Vulcum caulk for all (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated "0• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement u Screed Plaster over block ' EXTERIOR 1 at floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 Note: O The building paper and metal lath t be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 10 SELF -ADHERED FLASHING W P 11 R SELmusFLASHING W P 12 SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT FINISH WINDOW SILL CEMTFED FINISH PARAPET WALL the Weep Screed. c N P.:... .... N' E Qv: 0A` r a' F LC) �Zq� 40FESS10N ID ro g N to 10 OD a g PIM �Iid li M mr7;'so n° aj, wQ2O �2 � o g ". �� M � PIS .a VM.FDSENG.COM ❑ 110 W"m Z N O z ro Qo Z Y Z R6R D (D0/1 Z o E u o wo to c m � c r0 U m N E F x a�� C �v� Q mom Q m i ® ■1AllI LJr%M6VC FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: L..L. O z�a _.LO w in °' in M m a of 04 to N E z I� C.) m 0 a QJLuZD m o J m co (1) LO Model Name / Number: 1820 Plan Issue Date: Friday, April 3, 2020 KA PROJECT NUMBER: 20-1475 Sheet: W� Of: WATER PROOF DETAILS cc W w 2 5" bath duct to roof cap w/70 cfm fan E&R-4 ra as LA" k El>R00 1 02 wkmT CEO 14x8 1 wcd 145 12x12 rag 215 f 16x16 rag T - j 16x16 rag • tea• •• IN a Ask i' Off,10 1wcd • • �4/� + ♦ f'�811 �� • • 1 wcd Ir�i . V- = M• t = = � �. ' : • • • S 4" dryer duct 14x8 1wcd �" 7 1 6 1wcd roof cap k 155 w _ 135 /dryer vent box 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL VOTPOW Mi M `w 45 8x4 i w d L ITAMI C'r�^61:r1;7 ----------- --------------------------- i r 3.0 TON W/5KW 0240V 1PH 18x13 plen scale :1 /4"=1'0" platform by bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 12x12 rag [;�-L,9" Fd 7„ 12x12 rag 12x6 1wcd 145 Fit {S . 99 5" bath duct to roof cap w/70 cfm fan v s 0 � s o U � O Q cQ 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.