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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED OTHERTERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT N BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" O: TITLE i J,1 PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1" AND HAVE 2 TO 5%AIR ENTRAIN ENT ANM D A AXIMUM FLORIDA BUILDING CON 6Tj REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS WATER/CEMENT RATIO OF 0.63. OF ALL TOP BARS OF BEAMS. H EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 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 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" ARO 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO JND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 1S IN ACCORDANCE WITH RULES EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-11D64A/ II OR 1$/2".TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST NFPA70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-03 AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53043) 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING LINTEL PLAN PAGE. REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION . WITH THE BUILDINGDEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS Of WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORINGNUM EPDXY, THEY MUST FIRST CONTACT THE ENGINEER ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OF 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON RECORD FOR WRITTEN APPROVAL. GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES INSTAL INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C JOBS AND THE STRENGTH OF 1900 PSI if m =1500 PSI ) (B) LOCAL STATE AND FEDERAL BODIES PROVISIONS OF THIS CODE. 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 DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3DOO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESIc7pNT MATERIALS. EXPANDED METAL OR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH a a / " LONG, 1 CACE �'AILc IiAVIR[' A 5• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, 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. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL 180 LL/360 LL/360 TL/240 T 120 TL 240 TL/240 COMMMENTS 7/16" HEAD OR 7/8" LONG +e GAGE STAPLES SPACED NOT MORE THAN 6 INCH ON ETHER VERTICALLY AND HORIZONTALLY (REF- 2017 FRG R703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40Fi SPAN R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9• TYPICAL FILLED CELL. REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. • *TL MAX 3/4" METAL LATH WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. *** TL MAX 1 2" / 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WATER -RESISTIVE BARRIERS. WATIVEBA GENERAL ROOF LOADING WOOD CONSTRUCTION WATER-RR703.7.ESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER 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 BARRIERS DIRECTED B 1 BETWEEN THE 0 (PSF) ROOF PS ROOF P (SF) P ROOF (PSF) ROOF (PST) 1. ALL EXTERIOR WOOD STD U WALLS BEARING WALLS, SHEAR WALL AND S MISC STRUCTURAL URAL WOOD FRAMING MEMBERS, E BLOCKING GABLE LAYERS. THE BARRIERS SHALL CONSIST OF OF THE FOLLOWING. DETAILS. If CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST. MATERIAL T T END BRACING) SHALL MI EITHER AS SPECIFIED IN STRUCTURAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD LL 20 20 20 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 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD DL 7 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 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 I" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 FLASHING. SHIELDS. ALL HOLES OVER I" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. TOTAL (PSF) 37 APPROVED APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 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 37 45 55 BOTTOM 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. CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH. OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE 50 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTER S. * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING NINVAf UES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICR LAM LVL) BEAMS: 2.oE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5.LAYUP 1.7E Fb=2400 PSI NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT BUILT-IN GUTTERS. " ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING 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 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PST) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 10 (+) 27.6 (+) 27.6 (-) 29.9 (-) 37.0 20 (+) 26.5 (+) 26.5 (-) 28.8 0 34.4 O 50 (+) 24.8 27.1 (+) 24.8 O (-) (-) 31.1 Q 05 Y (+) 23.4 (+) 23.4 1W (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'1" x 71•0" -0 -51.3 24.3 233 27.5 (-026. GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * VINDICATED 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. @ga 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN Y 5 ELEVATIONS 6 TRUSS LAYOUT a S-1 LINTEL PLAN d S-2 DETAILS Y S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET a WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH M-1 HVAC K v 3 °°a°°°1PgCOLTQ°hj�' 0) '*'GE S�R�j��s,� •� 'S E T w V• r N C No 8 864 C �• T i '.'0 ; ; �• T E OF 7. a N � G U 2 0 N a 0 m 5 IA N N t0 rm ada. F 'nro°°00 v I-s3$8ffi= Qti S ac a ao ac 51- lei IL � PRE SEE FLOOR PLAN FOR ACTUAL PRESSURES w a Djmm= ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PST) a $ $ o 0 a BOTTOM CHORD DL 5 (PST) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER G F Q g \.g Lj a w.w =o STRUCTURAL PLAN 0 ati $ d m Y 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED I� ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING a €' 0. a W m s -GRADE LUMBER AND ITS FASTENERS" AS RECOMMEND D BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. EYI w m y $ it E ° °i m m O 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (pSF) COMMMENTS: a vs or w l � M d a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES/ DECKS 40 (PST)BALCONIES OVER 100 SQ:FT 1' u IL 0 0 M p t4 xQ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 100 00 (PST)P' a s" W of i THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. (PSF) »sww"v.roservc,caM - ❑ ❑ ❑ ❑ 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 60 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, -STACK ROOMS 150(PSF) O M Z 0 en 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) 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) m 9 0 Z S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PST) z D ALL TRUSS TO TRUSS HANGERSSHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AN. SLEEPING ROOM 30 (PSF) J c STAIRS 40 (PSF) § a 11% UPLIFT CONNECTORS Fool NOTES 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG '�✓ I N 0 - � TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR $ Q) f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A ,� •I•--, H 'w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR W /\/�� 1/ m r HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO SQ. FT. •� �+W (O Q E MORE INFO. /\/'�' 1/U - E FIELD REPAIR NOTES GENERAL NOTES: § �✓O cm BUILDER NOTICE. o to = m 1. MISSED "J" B M OLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" SIMPSON 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. It is the intent W U E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. of Designer/Engineer listed in the titleblock of these y u, a E documents that these documents be accurate, providing Licensed c 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. Eve aftem t has been made to - x N 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" .DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. ry P .2 q THE EPDXY FILLED HOLE, USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE MIXED PER THE MFGR'S prevent error. The Builder and all subcontractors are required to U 5. ALL GLASS LOCATED E HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the Information contained In these documents, prlor to 2 c m o .. 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 an work. The Designer/Engineer,. ¢ o na PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY Yare not DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations ❑ 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT, IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to i ® DAMS OIVI 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 construction. All construction MUST be in accordance to the '� 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBYinformation found in these documents. An questions regarding the m - SHALL NOT BE Y 4 g g MASONRY AND (7)10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720411). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THISinformation found in these plans be directed too AGREEMENT OR OTHERWISE our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330148 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 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 Assurance Manager at 321.972.0491 immediately. No backcharges � PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the. Designer/Engineer d 3000 GULFBREEZE PARKWAY. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY. AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the W GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the a terms of the agreement. ° DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON TONS. STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS a Co DATE DESCRIPTION a O in d Ly!AM 0®ZJ M Of Northwest Florida®� LI J m s \\ o N v ~ C HOW m rn 2id a REVIEWED FOR N 000 GULFBREEZE PARKWAY 0ULF RL Ey FLORMA �563 ';OD�COMPLIANCE � � Model Name/Number: L UCIE' COUNTY 4 1755 SO � VTPlan Issue Date: M0 p 1 1v�1 $ Wednesday, December11, 2019 JA 7R(] KA PROJECT NUMBER: gr. Lucie county, Perm01`19 Y 19-8303 a Sheet: Of: N .0 COVER SH 160 MPH OPENING PRESSURES 0 F u 54'-8" in -----------`-----------� CD11 S•3 i CISNI3 BM3 i TYP. COVERED PATIO o I MS 20'-0" x 10'-0" BM5 m I 0 , m 5'-4' 1 12'-0" 8.$„ 6'A' 12'-4" 10'-0" ®' 25 SH © ji © O DBL 25 SH DBL 25 SH DBL 25 SH 2868 I loll F==�� Z__� 10 EGRES HOSE EGRESS BIBB BEDROOM #2 GREAT ROOM DINING ROOM MASTER BEDROOM S-2 8' CEILING VAULTED VAULTED y 8' CEILING �Q N 36" FLAT BAR TOP ON 341fa" �? WALL m 12' 10" n 17'-2" 3 13• 2,,8" 3,_1" 2'_5, 12 30"~ m m . ---- __- Mimmins ---- - .: q jR/SH '-` ' � 2668 INTERIORRIDGE LINE � ' M"' w______ __________ _____________ _�•.,'� a NNOTE: DBL Ow ATH ¢ w LOCATION OF ATTIC SINK_ No oI I I ACCESS TO BE VERIFIEDina T' cp v' 2668 ¢ o t�' BY BUILDER r- 1 in9'•4" 3'-6" I m S`-11" 5'-8" 2r.3' ; 11'-8" VERIFY LOCATION m I W/ BUILDER R A L T_ 1 1- ° — _ KITCHEN ® a - VAULTED NI BATH R/SH 8' CEILING m Z ¢ wy ATTIC MIN. MIN. 22"X30 2 6� �+ ' `.. 0 3.3" 2'-1" 3'-4" Oq,_.z„ 4088>� 2668 - -•_ • 2668 m 7'.0^ 2'_4" 3.-0„ 3.�„ 4._2, 5, 2- p 2,_5" \ FOYER 4'-10- 2'-4 I 9'-01, CLG 00r = m q s8 iN v o 3'x4' F.G. N iQn N z ,n M SHOWER p¢, �` M O a 2868 �P BED BEDROOM #4 I HANsoN 246f :-I .1 8' CEILI G 8' CEILING I BOX ® 3068 36" AFF , Sim. EGRESS 9 LAU N ; W.I•C• q 8' CEILING �� w/ (2) 1068 S.L. & • _ m I g.3 TRANSOM PER ELEV. F42 8' CEILING > m cn , , 12'-1G" 13'-2" v 8'-0" HIGH WALL 9-0, o -11 8" -- - ---' 4„ R/SH I© © ENTRY RETU N 2868 - Alt EGRESS EGRESS 10' CLG (ELEV "A") " a 12' CLG (ELEV "B") m O DRYER VENT BW2 C2 io THRU ROOF 0? 35 SH - 35 SH M2 MAX XL35' 9 4 12.�. iv 4'-8- �� 1 NOTE: BUILDER TO PROVIDE M APPLIANCE 'ROTECTION IF ? � CO REQUIRED Y MUNICIPALITY. M M - _ - - SEE SHEET FOR DETAILS PULL ON. STAIRS �. M2 LOCATE IN FIELD CD04 CD22 18"SQUARE i 22 1/2' X 54" MIN e S-2 COLUMN CD04 2 CAR GARAGE N -4" 7'-4" 8' CEILING 3" q 25'-1" 20'-B" m ti m ill CP LINE OF GARAGE DOOR .+ in .------`-- _-____ ------- ------ ------ -. G.T. (B" —_--� ELEV ONLY) _ SEE DETAIL MSO3/S 1 ATTACHED TO CMU W/ 1. ' (1) JACK STUD W/ (2 1 ROWS 12d NAILS STAGGERED @ 8" 0. . (HTT4 NOT REQUIRED) S MS112 ' ' HOSE ' u BIBB 16x7 OVERHEAD 34_-0-0" 2'-4" FLOOR PLAN SCALE: 1/4 = 1%0" ELEVATION "AI' & 'IBtt ENCLOSED -EXPOSURE B A +17.8/-29.9 8 +27.6/•37.0 ` c l � +26.5 / -28.8 O +28.5 / 34.4 +24.8 / -27.1 ( j- ) +24.8 / -31.1 O+24.3 / -27.5. O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN -ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND yo a FRAMED WALL m BEARING FRANIE WALL 46 o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS 0 SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR @ STUD SPACING AND GRADE. S v MASONRY WALL N `%tilittiffll/fgj PI-0 -10)id rAq�' g• .......... E N %"s No 87364 E�� GENERAL NOTES T ✓'"I : £T E OF "t U✓ 1. R302.5.1 Door from garage into house must be a 3/8" `- '-' »°�7 •. p �i`,„� �� '"`w''��^.`•. \„.•" minimum 1 solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door; r R . �%+" y��Sc*yvv 2. Bathroom exhaust fans must vent to the exterior of N NV "rYt r f !) IAt)pi the building, exhaust to attic space and soffits is not B. acceptable. Ventilation shall be permitted to exit through =_ the soffit if solid. soffit is Installed 5'-0- on each side of t the venting. .� 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly,the structure supporting the separation shall also ip protected by not less than 1/2 inch (12.7mm) a B N N m gypsum board or equivalent. 10 w e w FLOGo 00 R312.2.1 Window sills In dwelling units, where the c ` Q ., i"o x * ac ac opening of an operable window is located more than M N °i d 72 Inches (1829 mm) above the finished grade or '�- " O surface below, the lowest part of the clear opening x g H I J � § 5 a a of the window shall be a minimum of 24 inches ¢ "uj (610 MITI) above the finished floor of the room in a B < �: ads Y which the window is located. Glazing. between the 1 b. 2 g, O1 a z o floor and 24 inches (610 MITI) shall be fixed or have H 8 Z d r.s a 5 3 ¢ or ¢ openings through which a 4-inch-diameter (102 MITI) w g S.� W ° CC m o 0 sphere cannot pass. c g as LL z N S e a m¢ o R308.4.2 All windows within 2'-0" of doors and in Q e a ° a a = Q Shower or tub areas will be safety tempered glass. WWW.FDSENG.COM ❑ ❑ ❑ El for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on m th roof diagram nailing schedule or 5/8' COX. t0 Z N `�13 1X T&G acceptable for substitution. g m Z M •O EC: R402.2.4 Access doors from conditioned spaces to S Z v unconditioned spaces (e.g., attics and crawl spaces) o g.I shall be weatherstripped and insulated to a level ' a M. equivalent to the insulation on the surrounding a — - surfaces. c e W N 0 Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units 4- w (washer unit to be always on left side when facing m OD 0 E units) hanson box 0 36" off E /\,, 1/ w Ceilings for exterior entries and covered porches to be 2 W � c Mn 7/16" OSB on underside of roof trusses shall be t9 t/) 0to M attached to all framing members with 2x blocking �(10 U m 2 E provided at perimeter. The OSB shall be attached w/ 8d o` o nails at 6" O.C. field and 4" O.C. at edges or 7d screw = "• shank 3" O.C. field and 4" edges. Vinyl ceiling to be '2t attaches to OSB per manufacturer specifications 2 2 FLORIDA CONTRACTORS LICENSENO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IE PORT ST. LUCIE Job Information: SEE SHEET 3.1 N FOR DETAILS a AND SCHEDULES rn N AREA CALCULATIONS o N N ii1 FLOOR 1760 S.F. v m TOW LIVING (AC) 1760 S.F. m Y GARAGE 427 S.F. $ COVERED ENTRY (BASE) G, 68 S.F. N COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2455 S.F. O N LN 1 N W � Z> > CO Wm / N m N v N Z r � • c� m 0 • m M d LIJ =) 8 0 Jm(nw `ALL Model Name / Number: 1755 Plan Issue Date: Wednesday, December 11, 2019 KA PROJECT NUMBER: 19-8303 feet: 2 Of: FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LJES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" X CONT. 1'.0' 2 #5 E.W. BOT. 200D F2.0 7 2'-0" X 2'-0" 1'-0" 3 #5 E.W. SOT. 7200 F2.5 2'6" X 2'6" 1'-0" 3 #5 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. SOT. 15G00 F3.5 3'6" X T6- 1'-0" 4 #5 E.W. SOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. GOT. 25000 F4.5 4'6" X 4'6" V-4" 5 #5 E.W. BOT. 34500 55.0 5'-0" X 5'-0" 1'4 a #5 E.W. BOT. 42500 F5.0 6'-0" X S'-0" V-4" 7 #5 E.W. GOT. 61500 LEGEND Q - INDICATES SINGLESTORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 3" VTR 1755 PLUMBING RISER GRSL FOUNDATION PLAN SCALE: 1/4 1'-0" ELEVATION "All & "B" v w rn c d v No 8614 k ' d m 4 c W sk :fir .. ATE OF 4C E 0. N rye 7 f ^J IN '� rf,ff86f79E986�i,. � r� W d C 5 c E LL Qoti�'bb" JaJ # iJJk Fin Din O~i. LL LL Ed % N1!0 `e7imd wWi U nm�z y vBmG0y9� a 9p�a=I"im a0_ IL W W � VI ZZ r n � 2 m a) n a f m� end LL ?tea � Joam ago W U WAWSDSENO.o COM ❑ ❑ ❑ ❑ d Z a Z N 0 m Z m 0 ZD �a� 3 a c € of®V i9 Q N / W E \J ��J{{ E W W O N m m 5 \ /L/I mf; U BNE ui W O C L 00 =Nnm ¢rnom �m!I!I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O N N W i M � N Z Wm L V GO m / CN d ^ 7 U) U N J W O' �m(nCli Ln Lol VI Model Name / Number: 1755 VI Plan Issue Date: Wednesday, December 11, 2019 KA PROJECT NUMBER: 19-8303 Sheet: 3 Of: FO U 12 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP4131f) TOP BOTTOM NO FEW-11 16" (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT $W2 SP2 W/ (6}10d SP1 W/ (6}SOd 16" STUD,(6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6)10d (2) SP1 W1(6)10d SPF 803 STUD. (6)Y6d PLATE - STUD, 4) 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6}10d 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (%10d 16" STUD 6 10d PLATE STUD, (4)10d PLATE SYP 878 BW7 NO 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6}1Od 12". STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, 4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6)-10d 12" 1 STUD, .(6)10d PLATE STUD,(4)IOd PLATE SYP 585 BW12 SP2 W/ )10d SPI W/ (15YiOd 12" STUD, UD, (6) SOdPLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL OUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE ax P.T. W/ 1/2" A.B @ 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #i OR SPF #2 LIND ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" D.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BWIO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE, 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #2 SPF. (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 Dr 2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X',1 1/2 2145 SDS SCREWS C5 H 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR * G = 6665 SYP POST & (12) -16d NAILS U = 2200 C6 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 SYP POST & (12) -16d. NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" TR* * G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14 21/2" SIDS WS 1/4" " x & 5/ EPDXY 5645 _(WOLMANIZED IF EXTJ ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/ " EXO DY 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20 21/2" 1/4" x SDS WS & 7/8" EPO Y 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** i 5.25 x 5.25 P.L. HDU8-SDS2.5 W/ (20 1/4" C11 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/ " EPDXY 7870 (WOLMANIZEDIFEXT.) ANCHOR, OR ATR***i 7 x 7 P.L. HDU8-SDS2.5 W/ (20)11/4" x C12 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8," EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 COLUMN NOTES 1. SEE FLOOR PIaNGENERFOR WALL DAL TO MATCHWIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO OMPLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8"ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE QONNECTION IS NOT REQUIRED, (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN.. APPLICATION NAIL DIA.-LENGTH NAIL. SPACING 8d 0.131" X 2 'Fz" 0.131" X 2 ifi° SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0.131" X 3 M" NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131" X 3 34" 8 O.C.(COMMON) i STUD WALL - 6 O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8 O.C.(COMMON)' STUD PACK 6" O.C. GU NAIL) COLUMNS 16d 0.162" X 31h" . Q,131" X 3 W (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE; NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION:. PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN.. (2) -13/4" x 11 1/4" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2). TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2). 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ®16" O.C. TYP.. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 7/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 - W! 1/2flFLITCH PLATE .THIS SHEET OH3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET HS (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN co • J 16 (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN (*) SI OPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION S. OPTIONAL CURB FOR I" F F VARIES MASONRY @ ELEV. 0'.0- W/ (1) - #5 BAR CONT, xs •�: • . REINF. cs I 2 STORY: 20" SEE PLAN • BEARING 16(2) # 5 REBAR " 1/2"=1'-O' FM02 SECTION @ GARAGE 1/2" 1'-0' m #5 REBAR CONT. FM03 I THICKENED EDGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE OF WALL RECESS AT GARAGE OF GARAGE DOOR.EXTEND 6" BEYOND F.O.M. EACH END, TYP, I GAR. FIN. FLR. I r :• W I ALIGN DRIVE W/ 60TTOM`OF .• . RECESS & PITCH DRIVE " X 20" r 4" CONC: DRIVE W/ 1/2" EXP CONT. JOINTS 10" O.C. TYP. 16"AR FM09 SECTION @ GAR. DOOR 1 1/2°=1.'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ 3) - #5 CONT. FOR MORE INFORMATION) +wlulr 11Hill- III ° STE ® w DOWN w w -245 REBAR 1/2" =.1'-0" Y)J L ` L m P O + F m w` v •••�. ,• is +� ENo '+ 8 6q M ° STA C Of ' W raly�'�� fffPPP1333\'33 d Ig E OPTIONAL CURB SLOPED GROUT SEE PLAN .. OR MASONRY AT TO DRAIN 4*x 4"x 16" � w - ' �SEE PLAN ELEV. 0'-0" WITH 8" CURB O w TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) 6G ^'. Z F.F. REINF '^ a SE INSTALL LINING + "''" - '• (SEE PLAN) 2#5 CONT. *^ �*:-�� `* w ci 2 #5 BENT BARS W MATERIALS PER w w / FBGR P2709.2 "'• v, w MIN..25" LAP SPLICE ° -�", MUDDED FLR. SLOPED TO DRAIN 16" MIN. #5 CONT. FM 14 SECTION @ RECESS SHOWER 1/2"=V-O" FM18 TYP. STEP FTG. DETAIL ALTERNATE: THE REINF. BARS SHALjBE. CONTINUOUS AROUND #5 CONT REINF. GRADE REINF. SEE PLANBY COLD BENDING THE SEE FND. FOR MIN, BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE /fJJ •I N •� - 1 , FOR EA. HORIZ. " REBAR, TYP. U.N.O. < (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. m m gel OL �NG: €fig P V�e4im ri' (.' li =sT,e m OmMm° 0 �._z LL) w IL y s Q e IF Wm'S5m Q afi w- a W m B FLAGS auwW asx „P SS �sg ?��C'a m m S Z Mp 3 112 &L Q W ° PCP N2 U �* 5 `MW YMENG.COM. 000 ❑ ID M ^3 Z N M m z Z m N a0jo C a n Z QJ N � w w 2 c m N 0m ra U ` w O N E F U I n^m Uv Q rnoo°0 ®. DAM HOM11iis L, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 t DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/a"=1'-0^ FM23 TYP. FND PENETRATION PORT ST. LUCIE STEMWALL SCHEDULE d ♦ I Job Information: m STEMWALL FOOTING DIMENSION MAXIMUM m HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY NUMBER/SIZE OF BARS LAT. RC. SPACING (O.C:) ` IN STEM WALL a T 0'-0'-2'-0' 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2 -0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4* " O .a >3'<1" - 4'-045 " 12" 12" 32" 32" W/ (4) #5 BARS 8# 4'-0" 4) +-• rL 16 48" 48" - W/ (5) #5 BARS CONT. 1162# 2-8" w 10& #5 @ 18" D.C. TRANSV. 10 SEE FOUNDATION PLAN z N FOR F.C. SPACING ABOVE .q 0 ED SLAB LEVEL F W m NOTES: > Lo (0 n x. d o 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ra F-�0 m a SEE CHART ABV. -MAX. F.C. n d INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM a �. O J. LV = 0'c SPACING (D.C.) " ^ ° , SPACING STATED IN SCHEDULE o m ^ LO u„ W.W.M. TO BE nED.TO #5 J &A -0", '� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND vi c CONT. REBAR VERT, F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 41-0" FlBERMESH CAN NOT BE USED AND m ♦ Model Name/ Number: (1) #5 HORIZ, OONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EA TURN AL REINF. BAR TU #4 ' EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM WALLS GREATER THAN o RNN BAR STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 1755 a•-O• << CONSTRUCTION FOR MORE INFORMATION �4 (1) #5 HORIZ. CONT. TIED TO " ' `. ;:' " 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK r-0 EA. VERTICAL REINF. B + a "`` «i6 FILLING IS TAKING PLATE ♦ Pian Issue Date: FIN TOP GRADE- B" MIN. y C. 5. #5 HORIZONTAL CORNIER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" � Wednesday, December 11, 2019 STRIP FTG. " ." e s s + ig" h « O.C. VERTICAL. GROUT@ SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) m ♦ KA PROJECT NUMBER: COMPACTED CLEFILL MAX ia• LIFTS �'" 6.IF STEMWALL IS WITHIN 8'-0" OF POOL OR WATER FEATURE FOUNDATIONS � A LIFTS .. TO BE A MINIMUM 12" ftLOW BOTTOM OF POOL OR WATER FEATURE, 8i 1"303 STRIP FTG. W/ QTY OF a"MIN. COVER ",*SEE NOTE 5 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED, x REINF. PER SCHEDULE �Ic ch 8.R.403.1.4 MINIMUN D . Sheet: Of: (3 SHOWN) PLACED AT LEAST 12"'i-H: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE N �. A 9ELOW THE UNDISTURBED GROUND SURFACE. 0 1 9. EXTERIOR SHORING BY @ONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL m FMASW I STEM WALL SCHEDULE NTS g (AILS 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 = 1,760 x 3 = 5,280 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,830 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,830 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C (AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 23,830) = 9,532 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 BIBB INSTALL FAN BOX PREWIRE" 1 ' 1 1 r � I Ifma3_m 1 1 '0------------ INSTALL FAN INSTALL PREWIRE \ WP\ / I GFI T 1 / n 1 c A 1 1 1 TEWIRE / TO BE LOCATED k—p WITHIN 36" HORIZONTALLY 1 \ , OF THE PEAK, BUT NOT CLOSER THAN ,-_-_-_-_-_-_-_ I VERTICALLY TO THE PEAK. -----y----------------------`\` PEAK OF VAULTED CLG. - ---------- , ® -- --- T (th FOR \ ` D/W11 6F T ATTIC ELECTRIC M ` F RE 'D BY CODE'. LGFI,- 1 I 220 �\\ GFI ` _ _---- 1ON ASSUMED EDGE OF WALL INSTALL FAN�f^1/ INSTALL FAN 9 ;H 2x6 WALL BOX PREWIRE L..J BOX PREWIREIII».......!!! G (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. W .'-y�INSTALL FAN 0 BOX PREWIRE 1 GFI I L] \ \ �& \L I ` 1 GFI I 1 1 1 Y 1 1 1 1 1 � DOOR 220 BELL / GFI 1 Wp GFI Ca GFI 42" AFF CWH. / 1 ` ATTIC ELECTRIC I IF REQ'D BY CODE J U w- Z IX - 1 \ NOTE:Lu a U 1 LOCATION OF METER AND PANEL BOX COACH IGHT \ "\ _ TO BE BY BUILDE8. IF NO GARAGE SERVICE w ' DOOR IS PROVIDED A DISCONNECT SHALL I \ \ BE ADDED AT METER LOCATION. 1 GFI \ 42" AFF \ GFI FOR GARAGE \ DOOR OPENER 1 ______________________________, \ I I I I I I I I 1 I I I I I I I I I I I ` I 1 NOTE: KEEP COACH LITES OUT I OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION , \ LEE FOR TRIM. Y __.--- -- Y COACH LIGHT — ' — - '-'- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "All & 111311 W� w w 0 m W 3 J wm 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 AFCls (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE. FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND & SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE --D—� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET IL W GROUND FAULT INTERRUPT N g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP 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 DOOR PUSH BUTTON EA PTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED AME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 00 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT RDISCONNECT 200 AMP A/C DISCONNECT UNDERG SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL #10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 9) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. I W .MSENG.COM ❑ ❑ ❑ ❑ O z m 0 m 19 Z N m o z J - Z z s o O 0 ¢ II 4Q) N To w = Ouom N � w c E N o m If!) U `mcmvE O '® w F o ro 500 U n c 0 uo m I, 4"1 nARA= unmul'4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 1 p N Y V! '2 w Z m 04 00 u`j N z U) t0 N It c 7 V) i N a m Q -1 W Z o 0 J m U) (n Lo LL VI Model Name / Number: 1755 Plan Issue Date: Wednesday, December 11, 2019 Vr KA PROJECT NUMBER: 19-8303 Sheet: 4 Of: ELECTRICAL PLAN 12 61—�> TOP OF E LITE TEXTURED DECORATIVE CEMENTITIOUS COATING ROOF LINE WITH -"C" ELEVATION RAISED SMOOTH CEMENTITIOUS BANDS RETURN 2'-0" 48' OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT TOP OF BLOCK RAISED SMOOTH CEMENTITIOUS BANDS RETURN 2'-0" LEFT ELEVATION "Aff SCALE: 1/4" = 1'-0" TOP OF BI 00 RAISED SMOOTH CEMENTITIOUS BANDS RETURN 2'-0" _ FIN_FLR. —Ftj WINDOW _ WINDOW HEAD HEIGHT HEAD HE GHT ■ ■ ■ ❑ L o 0 00 ZD - FIN. FLR. — (2) 25 SH (2) 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING (2) 25 SH 25 SH FIN. ELR. 2868 PATIO DOOR REAR ELEVATION SCALE: 1/4" = 1'-0" 6 12 BEARING @ OF OF BLOC 0 ro FLR. _ e LITE TEXTURED DECORATIVE CEMENTITIOUS COATING @ ENTRY io 4/8 RAISED TRIM FIN. FLR. 35 SH 35 SH VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust Soffit oroduct orovides 4.12 net in sf Rid& a vent Provides 18.00 138.00 net sq in If - net s in sf '- Off ridge ventprovides ! Overhang distance 1.33 It ; S.F. of Area tobe vented' SF 2455 s:f.' Total needed for exhaust for upper V3i 589 nets inches Total needed for intake' soffit area lower 589 nets' inches Number of Off Ridge Vents for uerl.3needed- 4 - — LF. of Ridge Vent needed (can be used.. in combo with'ORV 33 y m U Lineal Feet of Soffit needed tg meet required 108 Lineal Feet. of Soffit providedbplan. 1gp .o c m d m s 0 n 00 25 SH RIGHT ELEVATION "All SCALE: 1/4" = 1'-0" 16" X 30" DECO VENT TYP. FRIEZE 6" FRIEZE TOP OF FLAT ARCH @ 8'-8" �T eOeOTRANMM@8'-4'F _ _ ININIFE710 Li Ll TOP OF BLCitiCK 0 bo 0 —1FIN_FLR OF BLOC 0 eO FIN_FLR. r v o 7864 - c �.1'•, ST A E OF u `°ass .......• �re`ywr v a 0 T Ew E b W N w a f° 2�w`8a Yroiy�Uym ' �9�`✓�S�LL'v'�n'.=o�%"'n° m}=$@ Jwro'#c0 . SM mg Dca j13 `G�C0c 2 6.n �<Z CCLL"0 w%fig m p011qj� @ v `6 b LL iiE d ¢ 0y fWma S Nh4W.F08ENG.COM ❑ O 0 C (D LID m Z N O N z M O Y Z rim Q C O 3 Ja LL v z s c n ■ Z ` w m � w E O 0 £ N c m 0 N 922 c i\/ F 0 W E III � w O N O _ 0 SRN �Q c N s a m o m aim 'I ® DAMS HOM191 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a o r�/ N L1� m Ov N a s z w w >>DO �m� CO N m 0 N dam' r C 7 U m IJ CO ro d O 000 MJ/y•� 'Q�/� '�'^ l0 u- uj mModel Name / Number: 1755 oV Plan Issue Date: Wednesday, December 11, 2019 IVI KA PROJECT NUMBER: LITE TEXTURED DECORATIVE 3068 DOOR W/ 2 1068 CEMENTITIOUS COATING SIDELITES W/5410 TRANSOM ABOVE FRONT ELEVATION "Afl SCALE: 1/4" = 1'-0" Y 19-8303 T Sheet: Of: m 0 N ELEVATIONS -A ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" 15 SEE DEF. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR BLOCKING W/ APA RE FOR SPAN 7/16- OSS SEE DETAIL EQ' d Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - o )VIDE "0 DETAIL TBO1 `T COMPLY :OMENDATIONS- IATING OF - - R T603/S-4 a 4 - - - - - - - w 9 R O O X � 'a Q JEQ TOP & BOTTOM CHORD GABLE END BRACING @ ----/ ` 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. ------------------------------- 1 I I 4 FT. 3 ' , O 'I 1 I i 2 2 1 ' q 5 FT. 4 FT. O O I O 5 FP. 4 FT. O2 1 ♦ y ♦ 1 I ♦ I I ♦ 1 I I�OI O ♦♦O O ��O - 1 -2 ---`1-- ♦' 3 I -- 4 FT. ---- O O------------ 4 FT. 2 O 4 FT. 0 0 ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE is 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING OF PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) W/ 8d COMMON NAILS @ 4" O.C. NOTE: GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" 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 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSUREI BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON _y VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM I SS 1/2" - - 1r T I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN � LU P O ¢ O mco o¢ F- LU 0 W N W 0: LL N LL 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 W/ (4) 8d NAILS ALTERNATING (2) 8d NAILS @ 3" O.C. STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE \ TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.r.s. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1755 ELEV A w 10' x 20' Lanai TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING FASTENERS NOTES C1.- C5,.E7, H7 L/ R -473 # or less HETA36 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" C1P-.C5P,-E7P, H7P L/ R -475 # or less H2.5A/ PER TRUSS MFG 565# (10) 8d A01-A04, All -A14, D01 L/R -809#or less HETA16/HETA16 - 1810#/1810# (9)10dx 1-1/2" (9) 10dx 1-1/2" A05-A09, B03 ' L/R -822#or less HETA16/H10A 1810#/1040# (9)10dx 1-1/2" (18) 10d x 1-1/2" - L03 L / R - 591 # or less H10A / H10A 1040#/ 1040# (18) 30d x 1-1/2" (18) 10d x 1-1/2" A10 L/R -2170 #or less LGT2 / (2)HTS20 2030#/2620# (16)16d SINKERS (48) 10d X 1.1/2" A15 L / R - 1988 # or less LGT2 / LGT2. 2030# / 2030# (16) 16d SINKERS (16) 16d SINKERS L04 L / R - 1348 # or less (2)HTS20 / (2)HTS20 2620# / 2620# (48) 10d X 1 1/2" (48) 10d X 1 1/2" B01 L/M/R -677#or Tess HETA16/H10A/HETA16 1810#/ 1040#/ 1810# (9) 10d x 1-1/2" (18)10dx 1-1/2" (9) 10d x 1-1/2" B02 L/M/R -.558#orless . HETA16 / HETA16 / HETA16 1810# / 1810# / 1810# (9) 10d x 1-1/2" (9)10dx 1-1/2" (9)10d x 1-1/2" D02 CONT. - 142 PLF or less NAILED 330 PLF (1)16d@4"0.G. PER DETAILGE01/S-4 A10 SUPPORT COLUMN R - 2170 #or less HTT4 3000# (18) 10d x 1-1/2" 5/8" ANCHOR BOLT w/7" EMBEDMENT TRUSS MANUFACTURER: aES DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 11/1 q/10 L=LEFT, R= RIGHT &M= MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS 20-00-00 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 m SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE COHNEC'OR&FASTENERS SPF SYP CONNECTOR A FASTENERS MP SYP OFRAME TO HETA16 W 19)10d x 11n OR HHTA20 MASONRY HETA20 W(9)10tlx 11n 1810 (11DIx1 IIOR HrA2owno1lDdxt to 1585 1870 B FRAME FRAMEE H2.SAw1(10 )ftNAILS 593 50 Ri7A W (10)Btl NAIL$ 515 585 © FRAMETOHIM wlI 1018 1040 RT1MW(17)10dx11a" 895 1020 FRAME )I0 Ia"AT11n H10A-2 W(18)10tlx11/2"AT2 PLYTRUSSES BDB 10M RTt&2W(I8)10dxl1n AT2PLYTRUSSES x 11n TAT EXTERIOR MOCAT IDS 1060 D FRRAETO MTSI2W(I4)IWxlln(ATEXTER1CR FRAME LOCATION INCLUDE (ND TON0 ON INCLUDE LOCATION INCLUOE(3)12tl TOENAILS) MOOS 119fi E FRAME TO MGT W(32)IOtl NAILS AND A.T.R.SM"T.R.W1Y MUGT1$wx2911oa WIRSAN05/8. w/ MASONRY EMBEDMENTw151M 3985 12 EMBEDMENTW91MP9ON'9ET'EPoXY EPDXY 3330 H95 O FRAME TO In'( TEX EXTERIOR EXTERIOR INS EXTERIOR FRAME9330 FRAME LOCATI7QAN"xtin(AT LOCATION INCLUDE (1M'ATD)CPEAI 1310 LOCATIONIN"x11n(AT LOCATION INCLUDE (3)120TOENgILS tIBS 1530 0 FRAME TO )HTS20 x i to (AT EXTENI8 (2) 2490 (2) HTNRO WRW W x 1 1/Y (AT EXTERIOR FRAME LOCATION INCLUDE LOGiONINCLU0E 18)t2d TOENALS HOT.2W 16 10d NMLS AND 2B20 LOCATION INCLUDE(6)12d TOENAILS (EA) 25M 3080 ©FRAME TO ( ) (2)Sn AT.N. WIYEMBEDMENTW&MPSON'9ET• HUGT2 W(16)1 N NAILS AND (2) W AT.R, MASONRY EPDXY I0890 MIYEMBEDMFMWSIMPSON'SET' MO 9790 IHGT-3 FOR3Rl1 EP0XY(HUGT3FOR3PLY) O FRAMETO FGTRw1118)1M"x3"SDS WOOD SCREWS NIS RFU5W(12)WS3WOODSCREWSAHD MASONRY AND(2)Inx5'TTENHDANCHORS01_TS 4m (4)Y4'xWWEDGE-B0LT AM FRAMJt (1)LGT2w/(16)1WSINKERS MASONRY 8l7)1M•x2-114'TREN2 17M mSEE NOTE#6 BEL J2 FRAME TO MASONRY/ R) LGT2 W(32) IN SINKERS A(14) 114' 21p• TITER 3500.M 408BM 41381 (2) UKIT2 W(32) IN SWKERS&(10) FRAME x o PLY TRUSS) OR 324pF 1/4'x 3"YlEOGE-B0.T(2 PLY TRUSS) 3100M 3100A (28)18d SINKERS FOR FRMIE IElq OR(32) 1" SINKERS FOR FRAME(EA) NO(W 452" J3 FRAMETO MASONflY/ (2) LGT3 W (24)11C x3'SDS SCREWS 8(N7 Y8'x5"TREN PLY IYJIFM 85]0-M (21 LUCTS W (24) iH' x 21n N925 FRAME (2 TRUSS) OR(52) 1" SINKERS 901" N960F SCREWS BP)3W8 5'WB(2PLYTRUW) "MM 705&N FOR FRAME(EA) OR(56) IN SINKERS FOR FRAME (EA) fiM'F 7710f DEAN TO HU410 OPT HUWiO w/(18) IN&(10) 10tl O#2680 H0410 OPT HD41 WE w1(20) IN&(10)10E (M3081 BEAM NAILS U41895 NAILS Mg 0 BEAM TO HI4I0OPTHUCl10W118)rP`EN 044600 HM10 OPT HW101F w/(00)IA' x3" p4`335! MASONRY IWb 314.8(10)l0d NAILS UN1800 WEDGEBOLTB(10)1"NAILS U9650 OBEAM TO MA30NRYl HWBOPTHUC48WADI0d NAILSS (12)1/4'x2Y4"TTEN(TO MASJ G11540 Gx9DOD HD46OPTHWBW(8)tOG NMLS& DOME G9201! U19B80 U#1135 (12)114' x 2 Y4' TAPGONS(TO MAS.) U#1030 U0850 FRAME OR(12) IN&(6) IN (FDA FRAME) SYP-F SYP-M OR(12) 1"& 18) 1W(FOR FRAME) SYPi SYP.M OFRAMETO (2)HETAMOPT(2)HETA20 1-PLY w11101 fOtlx1118'OR Iwo I930 (2)HTA16OPT(2)HTA20 18)0 MASONRY SPLY W (12)18tl 2385 2365 1-PLY W(10) 10dx l In OR 2f Y W (12)1" N30 HTSM16 W18)IW NAILS AND(4)1l4•x2114• 955 1110 HTWM16 w/(S)10d NAILS AND (4)1/4NI We MISS I= APCONs WEDGE -BOLT O MASONRYOR MASONRY HTSM20 OR W(10)10tl NAILS AND M)IM1W 114" 955 1110 HTWM20.1(IO)IM NAILS AND(4)1/4Nl M' TAPCONS WEUGEBQT 1145 1225 OFRAMETO H10S wl(8) BE A 112' NNLS AND (2) 3VW MASONRY TITAN HD 730 910 OFRAMETO OTT2Z W (8)114' xi 10' WEWOOD 9CREWSANO(') DT&RWD(1)I00A..R.E WOOD MASONRY 1138 2145 SCREWS AND II)1nB AT.R. EPDXIEDW 1510 f835 (SET.REPDXIEpW SIMPSON'SET'(SEE NOTE" SIMPSO"ET-(SEE NOTE N) TOHITS W (26) IN X2la. NAILS AND (1) Y8' 8 HTT45w/(2fi)1"xD ®FRANCE MASONRY MASONRY AT.R EPDXIED wl91MW30N SET' 43T5 5090 WSIMPSPNS 5M'00.T.R. EPo%IED W SIMPSONSET' _ 500g SEE NOTE W BELOW) (SEE NOTE #4 BELOV.T FROMETOMASONRY HTT4 W (18) IN YG In NAILS PNp (1) BIB" 0 45 n HTTA.T.R. O MASONRY ATA.EPDXIEI)WSIMPSON"ST 4235 5'8'0 O.T.R.EPDXIEDWELOW)N'SEL• EPDXIED IMPSON'S 4160 IEEE NOTE#4 BELOW)3"0 SEE NOTE #4 BELOW) TO FRAME V ETO H10S W (24)10d x11n NAILS 7M 910 LUGTI W (23) S A I1 NAILS 875 INS OFRAME TO HM9Ki WM) 1AN11n SDS WOOD 78 RT16MW(9)IN xI a'NNLS& MASONRY SCRE6)IWX3II4Y21/d'TgPoON3 760 (4)lld•x1Y4'TAPCON9 1385 1395 TO VGT wI (16)1I1'x9" SpS WOOD SCREWS& OFRAME MASONRY (i)SA9"BAT.R.EPDXIEDWSIMPSON•SET 965E 4WD w112• MIN. EMBEDMENT r2)VGTW(W)IA�'SUSWOODWREW9 OFRAMETO MASONRY A(2) 5WB A.T.R. EPDXIED wI SIMPSON $170 71M "SEA W 12" MIN. EMBEDMENT TO VOT wl(18)I X3' SDS WOOD SCREWS& XOFRAME FRAME HDUA4D.R2.5 W(10) 1M'X21IT' FOR WOOD 3285 450 MUGTI 5 W(22) 104 NWLS& HTT45 W(18) 41N SCREWS&(1)5/W8AT.R. 10d NAIL56(1)SW"9AT.R - O '-ME TO (2)HITS wI(S2) I W41WRAJLSB 4375 (2) HTT45 W(52) IWW 1n NAILS FRAME (1) SIB'BAN.(SEE NOTE w) 5000 8(1)SB'B AT.0. (SEE NOTE W) 500S nFxawCOel r.wxcmnxxmcc 1. NNECT q11 FLOOR TRUSSESTOINT MR BE NGWOODWµLSIBEAM5W(211ztl TOENgAS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.0 ON PLAN, 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PUN FDA CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP p12T4' TO TRUSS VERTICAL WEB W(2) ROWS OF IN MAILS O.C. STAGGERED. ' ®3. 5. MINIMUM A.T.R.EMBEDMENT: 5' EMBEDMENT FOR 1n AT.R. 6' EMBEDMENT FOR Y8'A.T.R. 8' EMBEDMENT FOR 7W ATR.IIP AT STEP, DEPTH IS FROM LOWER SIAS). 8 SCAB TRUSS CHORDW4'-0"2x SYP 0(MATCH CHORD LUMBER SIZE) w112) ROWS IN Q R' FROM END& 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, O MINIMµ CONNECTORUNOONFRAMINGPLAN I. CONNECTIONFOR ALL ROOF/FLOORTRUSMSTOMASONWWµWLINTELS/ICFWALLS UNOONPIAN 2. CONNECTION ATN'OR 3Y O.C. PENDING VERTICµ9 FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAL FBt MD3FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WAU_WCF WALLSAINTELS 4, CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT W OC MAX. W(21 AT EACH CORNEROC.TOVERIFYLOCATKx1DDESNOTCONFUCTWT4I0FAP CgB!E)LAYgR 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALIJBEAMS.1(2)12d 70MILS O MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTIONFORJACKTRUSSTOWOODWALLORBEAM 0 MINIMALCONNECTORUNOONFRAMINGPLAN 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 UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORLMATION SEE SHEET S-4 ::1 C.M.U. OR ICF WALL METAL DRIP EDGE + SEE TYP. WALL 2 x SUB -FASCIA o SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE 1-CHANNEL @ 12" O.C. ' CONTINUOUS VINYL y� G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES 71C SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=11-0" O 3 c ( 1' 7�Qda E °�`a`• R�tU�tN N. % f�f a�J V 87864 S , Tv OF c 'Do 0J,e2llF.f o i19t1f StNN`` C O 8 O N E yL D P aIPIZ B NN40w m sc W tNWw 00Do ti N €._gLpw DOI�q IJL LL LL LL \q= W Q w �ycm- Na W a c 12Ww (�ix'o�Od [1W w=O a g Z'<s yq� Z a Q a N '�$�0 n"(Y Fi 3 � O Y u7 m ;b '�8 Wj LL W .9 , m m w O o g�L&oa� ZReNM At i i O ° I 16 III ❑ ❑ ❑ ❑ nn11 WCD M Z N 2 " m z o.0 Z� 0 c < ca J- J z o - 0 O 0 c /� v (9 U /( y '� i� W F- m - 0 u 9n E W 0 W o N DO U 10 N E 1_� 0 0 opo C aLo Y ® ��q_ < m 0m Q,,W W m /AXDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: PORT ST. LUCIE Job Information: h m r M ON In p Do Fes'O a s z N W W > N ; S00 m 0) N N 0 o W In rD a C ) N V r 4) N DID m 1-YUm M m _ bJLuZ) O o J m U) U) If) LL N Model Name / Number: N 1755 oPlan Issue Date: 0 Wednesday, December 11, 2019 IS VI KA PROJECT NUMBER: Y 19-8303 T 4 rn s Sheet: Of: N L 1N ROOF PLAN - A •e Rai AT TOP nIw m Radb wt GLi •r. C M.LL r aleour r . R 8 R AT 00ttOM O LP LMTEL CAVIiY W701 Rii,00oI 5 Acti ,00vlosD NI uNra. ARI�J e' Ndrnrut =tu TYPE DESIGNATION a. vluso wn+ GRWt J u . uNRLL® CG Nrrhrr Ci 9 R®AR AT SCOTCH W LIWI_ CAvn" 8F16-15/IT NOMINAL WIOTM J LQLL4M1 CP •9 NOMINAL HEIGHT q®qR AT TOP MATERIALS I. Pc precast Ilmels - 3500 psi. 2. fc prestressed lintels = 6000 Psi. 3. fe grout = 3000 Psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength = IWO psi. S. Reber provided In precast lintel per ASTM A615 GRSO. 6. Field reber per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Ilmels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches et the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meat or exceed L/360 vertical deflection, secopt lintels 17'-4" and longer with a nominal height of S" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire atimps are welded to the bottom steel for mechanical anchorage. 8. Casein -place concrete may be provided in composite III In lieu of concrete masonry units. 9. Sale load ratings based on rational design analysis Paz ACI 318 and ACI 530 SO.Untel min. depths are called cut on Ilreel plan. If contractor Installs a deeper Until than Indicated an the plan, doing this Increases the strength Of the lintel and is approved without engineering letter. if a Smaller lintel is installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for untitled Ilmels must be reduced by 20%if bering alength Is less than 6-1/2".Safe loads for all recessed lintels basso on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads ere total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field mbar. 5. Additional lateral load capacity can be obtained by the designer by Providing editorial reinforced masonry above the precast lintel. 6. One #7 reber may be substituted for two #5 mbom In 8" Ilmels only. 7, The designer may evaluate concentrated loads from the safe lead tables by calculating the maximum restating moment and shear at d-away, from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. HURRICANE ANCHORS (TYP.)- TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 05 REBAR CONT. Sill SON SP4III -10d X 11/2 SP6 OR SPS FOR 2x6 AND 2X8 WALLS j DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. I W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2' x #2 SYP/SPF P.T. W/ )' (3)1/2" X S" °1" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) W X 1/4" TAPCONS OR )' (8)2 7/8" HILT[TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03I rl1111.l117111 1NI r\CTAII N.T.S. 7 I PRECAST "U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R R 10" STD. 90 HOOK II II HOOK It .III I•.i. oe R. G ' p W N J W R STD 90 DEGREE— M�J REBAR ON BOTH SIDE° OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL III FILL SMB) W/ (1) #5 BAR FOR ALL WINDOW OPENI11888'$" AND LARI ANGLE 3000 P.S.I CONIC. W/1 #5 Dik - • TYP, BOND BEAM LINTEL BEAM: REBAR e^ x 8" x 16• K.O. 1 COURSE LINTEL LINTEL BLOCK BLOCK W/ 1 # 5 FILL W/3000 P.S.I. BAR & 3000 PSI CONC. WI #5 CIA. GROUT, MIN. 25" GROUT, REBAR INDICATES FILLED CELL FROM FIG. TO CMU U.N.O. BEAM WITH 1 #5 #5 REINF. 20" MIN. LAP BAR. 9 #3 OR #4 REINFORCING T)� BAR #3 R #4 LAP SPLICE " 25" MIN. LAP HOOK #S REINFORCING BAR #5 STD. 900 #5 LAP svucE SCALE:1"=1'O" .` 36' MIN. LAP r #6#6 REINFORCING AR • ORADE 40 U.N.O. #6 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — NONSHEARWALL SEGMENT 111111111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4"X214' IV O.C. 1 2 x e 1/4• X 214" IV O.C. 2 2 x 8 1/4" X 214" 12- O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL w w (2) 2X P.T. BUCKS W/1/2"O.S.B. BETWEEN EN rI 12�Xl NAILER TMASONR IF D®LBLE 2X NAILER IS USED, USE V4"X 41/2" TAPCONS.. SEE ® HER NOTE FOR SPACING REQUIRED MS111 2X PUCK DEIAIL H FOR OPTIONAL GLADD BLK. WINDOW oqy� 4 a c m N N Y O O y� pN6 t 3 N a a') 0 � `\\111111111 �S! I Q • . • SER��T AOw p t No 7864 t! N 'H Vi S C� ^" s rIN TE OF •'W Po m r M- o`e#2 oI8/dSC693 10. y -� Ia 3 a E m 6 F £ w 8gC FQ tv �^p dD y Pu�mw�orW Wy to I`E€SZ .d Z Z 0ir.III re 0. ` am¢ i 9O LL A,2 U�YI WYUW.FDSENG.COM D El El El .t+ o O M Z N O w 'A 0 Zro 4(D a $ a a _y G_ N ' ^ C@ V G U W N N 4 W C Q (D E 11 d �III c On (D M ..Y. L) 2 C%j E w O p0 o 2 � 0U in 0^o� O Q. 1Taa1VY �M Q Of "0' I JIM m I1&'kXDAM2 -H M'E'S a c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ELEVATION PAIL H BIT 3000 GULFBREEZE PARKWAY m GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE 2 V I Job Information: LD SEE PLAN FOR TOP OF WALL AND LINTEL INFO. a (PRECAST LINTEL - SEE LINTEL SHEET FOR c SIZE OF LINTEL) t^,1 ^ x M O N D W •PRECAST LINTEL - REG. OR RECESS ° %� d CN •i�1 •4�1 .r r,•"rr re ^�� W m 0) TRANSOM OPENING' G U) ..e > N d' n itc 7 FRAMEINFlLL `. m do a) AROUND WINDOWF" U m M i j BY BUILDER SEE `B O J UJJ ♦�� 0 0 LL WFO1 FOR MORE INFO `� 0 t (2) 2X8 WOOD HEADER - �, Model Name / Number: - TURNED SIDE WAY F.C. EACH SIDE SEE PLAN c 1755 Plan Issue Date: •7 ATTACHED THE FIRST PLY tat$ TO MASONRY WALL W/ SIMPSON HUS26 Wednesday, December 11, 2019 HANGER 0 EA. END. USING (IS) 3/16e KA PROJECT NUMBER: DIA. X 13/4" TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS. INTO HEADER.. w rE THEN APPLY THE 2ND PLY-MTHE 1ST - 19-8303 PLY W/10d STAGGERED @ %% O.C. as m Sheet: Of: OPENING - NN sail N.T.S. N�80T LINTELS AT ENTRY DOOR W/` TRANSOM _ N.T.S. ; ��; 2x6 #2 SYP P.T. ° SIMPSON HETA 16 W/ (2) %z'x5" EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X ° 1 1/2" STEEL LAG BOLT .ctL. 8 N W/ WASHER. MIN. 6 PER l TRACK TO JAMB. . .a°:•.' m (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" II II N s "J" BOLTS WASHERS SET IN o o FILLED CELL W/ #5 TYP. FILLED CELL II II N VERTICAL MIN. 5 PER JAMB. o €� tl F >♦ SECTIONAL II II n ® OVERHEAD II 3 DOOR a PS.2" 7 d WOOD SYP 2" X 6" s TRIM o t411111131 p,i it O 2"x6" P.T. WOOD JAMB q " ; ��*<� 4 �p1 SO�6 °�i, o CN DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB ,, ^� '� is : it r TYP. GARAGE DOOR% 3 a ::� oP: @ TRACK MOUNTING DETAILFol wo 'STATE NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS ,,d+AiB i 6Yf1Y®` DETAIL - UNLESS NOTED OTHERWISE '� c 8 a � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.Ts. a 15 T E O y 20—y fD V e A (A N W tD h i° Nm � Qg'•�� # 7k Yk #F a OQ rI J J J J y (I n pl OI LL LL IL LL sip Domino 'V uO� Ui 'WNW ''-NIB OI t9 cN O W d a 2.2 `� "�� ° O BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH m .� p a >°,� Q z K a 2a€°' 3 PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) _ 2•� c 3 t, W m ¢ m 0 0 12 FIBERGLASS SHINGLES OR ,�°, o w tv =" a r R R Z v r n .2 m g¢ O LL SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT g T E q ``''c� o a g 3 8 Z ° a o a \ PER FBCR 905,1.1 OVER APA �' J g PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING n o D » WWW.FOSENO.COM ❑ ❑ ❑ ❑ TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES ROOF ° $ 2 co _ FASTENED TO TRUSSES PER NAILING SCHEDULE) (0 a Z M 13 N 0o TRUSS ANCHOR (SEE PLAN) z M SEE PLAN FOR BRG. HT. n 1 t0 N¢rii a o 1/2" DRYWALL •' • r W a LM FELT PAPER OR •' METAL DRIP EDGE TRUSS PLATE w / �,/ z o 3/4" P.T. NAILER{ 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP N (0 aSOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA y v Q 71/2"DRYWALL DO PLANS CURTAIN NAILER 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. //�� U 1 x 4 P.T. @ WINDOWS ri " LINTEL BLOCK 1 x R P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & NAILED W 8d NAILS @ 6" KEEP IN 3/4" FOR SHEATHING / AND LATH WITH FINISH D.C. E w Q w o U5n 15 12) �N " SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / i TYP. FRAME FOR COR- / O v TB m a T0000 . c.... _ _..._ PRECAST LINTEL u " O f LOAD 4° \ FOR NONEARINGS 61 ° - SEE SCHEDULE BNERS , a DES ✓ _ W !i u < ao° ao° w/ 16d NAILS @ 8" O.C. o OO�a\p 0i� ®amour olio' alm 1/2" x 8" J-BOLTS (TYP.)4 COURSE HIGH A.F.F. r (1) CENTERED EA. DAMS HOMES SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC a MIL A. TYPw/ (4) VERTICAL RENF w/ ( ) NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. " HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI N CONC. ALL LOCATIONS PLAN Al -Al OF COLUMN d 3000 GULFBREEZE PARKWAY H SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 w & FLOOR PLANS a F DIVISION LOCATION: Y, SIMPSON LSTA30 SEE FLOOR PLAN 6 PORT ST. LUCIE f W/11-10d TO BEAM FOR BEAM SPEC. Job Information: & TO FRAME BELOWV VINYL FRAMED WINDOW WINDOW STOOL ri W/ SCREENIx PER SPECS riMn PRECAST CONC SILL ro M PAPER BACKED FOIL R-4.1 H N ryi = O a) INSULATION AT CMU BLOCK WALL I I o *' PER FBC AND ENERGY FORM V J EXTERIOR FINISH - ' ' � Y w m SUBMITTED WITH PERMIT ' (SEE ELEVATIONS) ' 7 APPLICATION 2 N 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" a W 0 CO 0: 0 0) M 1 x 4 P.T. F M BASE NAILER EXTEND (AC[ 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 I ' BUILT-UP CORNER MIN 2x4 0 c (0 Ln cIt WOOD BASE W/10-10d TO COLUMN Al Al w N r c v ON FOUNDATION PLAN , , ND POST OR 4x4 POST w/ 2x4 UNDER 7 SEE FOUNDATION PLAN FOR ; EACH END OF BEAM m m ` � 000 M a• SLAB INFORMATION TOP of SLAB ( NOTE: 2 X 4 P.T. PLATE ° o J Gi � O Q O n BOTTOM STRAPS MUST BE U) U) INSTALLED ON INSIDE OF`Model Name/Number: GRADE COLUMN. DO NOT BEND -:'STRAPS "FOR UNDER PLATE.1755 PLACE STRAPS IN FILLS RE -BAR QUANTITIES CELLS w/#5 REBAR - • ;• ,I °=. °.' (TYP.)4 COURSE HIGH CMU BASE VI Plan Issue Date: ,' , �; ; ' °• FILLED w/ CONC - SEE PLAN FOR h tl l.; • •; :;,e r• ,;,;• ; SIZE. TOP OF COLUMN BASE - Wednesday, December 11, 2019 SEE PLAN 2'-0" AFF ' ' v d KA PROJECT NUMBER: SEE FOUNDATION • ' 19-8303 PLAN v s NOTE: DETAIL CO21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: S-2 Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts. WS01 TYPICAL WALL SECTION - 8" CMU a TYPICAL FRAMING 101 DETAILS L U C N N N V yN Q C N N N s O O N _N n 3 N N v 0 . 3 �t,ttt101lLlfldddd `sae F p 6I- ro does �H E N G y f 16 No 87$84 1H PROVIDE 2x4 ON TO o OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 : -0 t ° 4u aEi TOP PLATE ATTACH W g G S ATE OF 4U o (2) 12d NAILS O.C. 3" O.C. OUBLE 2x4 o. ®��•,,F TOP PLATE STRUCTURAL SHEATHING (SOLID BLOCK W/ 2x6) 9 = sir ��`us • �.•�y{; 0c�cc 7/16" MIN. NAILED W/ 8d 8"4jj 5 �e6/t?d�! R\. Yes m COMMONS @ 3" O.C. @ 2x4 STUD"aa1000''� EDGE & 6" O.C. FIELD RUN PER PLAN d d ` FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE �? BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 `Ea" SEE GE05 FOR �� ` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �� I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD a GABLE END �� 1 �l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING �` 1 `� TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. W/ 2x6 'T0 �I * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 W/ 2 ROWS OF E 1., � 2 m a I p STUDS) a d 8? a m 12d NAILS @ 3" O.C. ,`° s m M rI a 00 m TOP PLATE TRANSITION �°, FBEAM ieE SIMPSON HUC410 OR (2) wS'g h ID OND v PIPE OR DUCT W/ OUBLE 12d TO BUILT-UP COLUMN :1 s f . a a ^ °' + +I PENETRATION THRU TOP SPLICE " m 8 m' m B m w UJ UJ TOP PLATE w/ MORE -,,� SUPPORT COLUMN BUILT-UP MIN. ,`� !p w D: I O ROWS 12d NAILS @ 8" O.C. EACH PLY c° 5 i£ W m� c d w w 0 o THAN 50% OF TOP a l LL s: vi p (SHOWN AS O , d2 SR- a?A, D. 2X TOP PLATE TO I PLATE WIDTH INSTALL @ 3" O.C. , 10 S V ¢ Y GABLE END W/ 16d ! SIMPSON PSPN516Z 9 w L = < NAILS @ 6" O.C. ii W/ (12) 16d NAILS TYP- 4g"Mi ' ' w (12)-i6d EA.SON TO COL. Y 12. ry m m o 0 I = TOP & BOTi. . �� 'ti ALT: 2 MSTAM36 STRAPS s $ €' Z e f < 00 1 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK , ,' CENTERED W/ (13)-10d NAILS E e p g `� p N = + + - + + TO TOP PLATE W/ 14) 16d TONAILS (2) ON EA. OVER STUD WALL "'G ' Ea TO COL a 82 § Z o SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ �*.� TIE BEAM E: s" "- g W 2X4 STUDS @ 24" O.C. °' ° s WAWV.FDSENO.COM 111111 ❑ W/ SINGLE BASE & TOP (1) SIMPSON H2.SA CONNECTOR @ EA. STUD TO $ PLATE W/ PLYWOOD *OP PLATE W 8d 2 1/2" x 0.131 NAILS L' ~ M SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2 /� COVERING NOTE: % (V�/] z PLATE LENGTHS MUST BE AT T z ro o LEAST 8'-0" LONG. TYPICAL c n Q c GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. v V I s = V ) z $ a w �20 E s �U — 2 ws V) c m �J o ;0SIMPSON HUC410 v N ° BUCKET SEE ROOF � � m U PLAN FOR MORE INFO ; $ I, Il 1" 1Ye° 1x 1i5 ; 00 SEE ROOF PLAN —�� ; ; m _ = w w e; " ) o , FOR BEAM SIZE ; c 'D v s alm * CRIPPLES MAY/MAY NOT BE PRESENT. &CONNECTION INFO .N a m o °o VERIFY HEADER ELEVATION 0 3 Q Q Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148•, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162-, L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS I 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 HEADERANCHOR -- -- -- -- 6 DAMS HOMES NAILED TO TOP PLATES, ; SEE FLOOR PLAN 12 a HEADER & JACK ' FOR COLUMN SIZE & `------ -- --- ---' ---------' (TYP) SEE ELEV. c BASE CONNECTION INFO - --- - FLORIDA CONTRACTORS LICENSE N0. CRC1330146 N0. &SIZE OF PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C > HEADERSIZE OPTION A OPTION B " 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES 1/2" OSB FLITCH PLATE EACH END UPLIFT CONNECTOR (SEE SCHEDULE) GULFBREEZE, FLORIDA 32563 REQ'D ONLY WHEN INDICATED SEE PLAN FOR SEE FLOOR PLAN FOR _ BEAM SIZE (2) LSTA 30 COLUMN SIZE &BASE ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE n CONNECTION INFO c DIVISION LOCATION: NO?F 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2" LAG PORT ST. LU C I E OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) Jab Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDRIONAL INFO. 2X CRIPPLES @ 16" D.C. SEE SCHEDULE �' SECTION A -A "x4" STUDS @ 16" O/C a�i W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM 2-ROWS 12d NAILS CRICKET AS REQUIRED STAGGERED @ SCALE: 1 1/2" = 1'-0" ` D/ 3- * WHEN STUD LENGTH FACEOR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED ro NO LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER A A SIMPSON SP2 @ EA. STUD m v O a) FOR OVERHANGS GREATER THAN ' = FILL 1ST. 4 COURSES TOP PLATE & NAILED TO HEADER EACH SIDE SEE PLAN FOR APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ o r` `' 1 1/2" CONTACT FOR FOR :�.•, SOLID W/ GROUT. (NO _ "_ • ° f'. TOP OF BEAM ,o N FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) FILL ALL HOLES IN DOUBLE 2 x #2 STRAP 1 - SEE ROOF PLAN Stl COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" a g W j 0 S.Y.P. HEADER W/ FOR BEAM SIZE & O.C. FIELD < m a >_00 "=' 1/2" FLITCH PLATE 10d NAILS @ HEADER. (U.N.O.) CONNECTION INFO R-13 INSULATION AT EXTERIOR , '� m • •• • S" O/C TYP. WOOD FRAME WALL PER FBC ,`- E DO m co 0 FILLING AND BLOCKING AS AND ENERGY FORM SUBMITTED ° > LO cp 'o In 0 [V ti i DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS = _ _ = _ = '�" ° m Z 0 cq 0 CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE EXPOSED TO INTERIOR SPACE) eo m (D n- - - TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS CONNECTION INFO m O LL I O p • : NOTED OTHERWISE SIMPSON SP1 @ EA. STUD p —1 ' ^ '^ LO LL J 03 '+ •�'' F.F. 2"x P.T. PLATE MAIN SPAN ROOF TRUSS p vJ vJ OVERHANG: • 2 x 4 STUDS TYP. Model Name Number: 1/2" X 8" "J" BOLT •�.•'•'�: SIMPSON HTT4 W/ (18) @ 24" 0 C MAX / 1755 • 16d NAILS &A 5/8" UPLIFT CONNECTOR , ,• ••,••. EXPANSION ANCHOR ° 8" x 8" x 16" K.O. (SEE SCHEDULE) i0VI Plan Issue Date: :;:,, • :r,; .:,:,., W/ 6" EMBEDMENT U.N.O. 'O BLOCK W/ 1 #5 CONT. Wednesday, December 11, 2019 ,•; '• ',.', • ',: OFF')7 R OR 8 1/2" AT GARAGE FOR OVERHANGS BETWEEN 5/8" TO 11/2" NG STEP DOWN * *' HOLD DOWN CONNECTIONS •••` SEE FOUNDATION CMU WALL KA PROJECT NUMBER: NOT REQUIRED @ BEARING P.T. BOT. PLATE [ .•', PLAN FOR MORE INFO NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Ii� �7( Y 19-8303 T oSheet: S_w Of: WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N-T-S WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. m v{ TYPICAL WALL DETAILS 0 ' *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN r 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" - Sd NAILS @ 4" O.C. WALL AND ROOF -� �- CROSS BRACING 4 2x4 SYP BLOCKING SHEATHING, SEE TB13 FOR SPECIFICATIONS (SEE PLAN FOR ' - BETWEEN TRUSSES @ 48" LOCATION) BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. _ ' , END 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. - THEN 8 0 C. AFTER NAILDwE/ ATTACH L BRACE w/ 3-12d @ EACH FEND & @ 12d NAILS @ 4" O.C. CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS 16 m 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 r12" LONG 2x4 #2 SYP BLOCK AT 1§ BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) $ TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. w a (3) 12d W/ 3.12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ Dq 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- ' 2x8 KT. PLATE "ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- - 4 BAYS AT 48" AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING —X-BRACING - 2x4 SPF OR SYP c w/ (3) 12d @ EACH TRUSS WEB MASONRY WAIL .y NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 I T813 FOR ATTACHMENT SIMPSON HS w/ OVER JACK TRUSSES, SEE PLAN. 3 w TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL rv.T.s. 10-1odx11/2" NAILS x FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS c CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. �t14A Ili O) i ��O � NAILS EACH END TO TRUSS TOP 10d x 1 1/2" NAILS = °% T J. N CHORD @ WOOD FRAMED WALL @ DUTCH GABLE E °pBt .` 5.•��Eiv• .R�;'.. TYP. _ ^v' Nb87 64 L TRUSS ALTERNATE TO BLOCKING �* A PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.s. ,0 3 a * x 4 0 WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP `o o'O STA7E F •» 0 A G.T. ---- SHEATHING PACE =- �� A••F�>?.•,"',•C`''�as >: .4 O JC2 °v ADD 2X4 ID RIF ED 2X4 SYP #2 5 ,��>�/ •"`t''`, w c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD `llo TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ c III SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T a SIDE OR BOTH IF REQ'D) 3... m ROOF (2) 12D NAILS MINIMUM (3) 12d s.. SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m m 2 � � c0 N N m W SEE SYP TRUSS BRACING * SPACED AT 10'-0" MAX E c PLAN `° ��5u� .a W Icti�m c 'Fo�� 1' 2X4 BLOCKING 8 .4 z LL g a G m o# u 0 BETWEEN TRUSSES HIP TRUSS SFCT.AA ¢ SLL ul ag W N� Q c 13 TB03 HIP / RIDGE BLOCKING DETAIL N,T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. $e 3 o 0 0 Y w` W9 '" s Ste€' W� m m N SO zA ILW o ' SG@'E= tv a2g0 0 �pinx 6 a @w �v=may y '2 £ a' ❑ ❑ ❑ ❑ WWW.FDSENG.COMLO M Z o m p10 TRUSS NOTES: N Y 5 z M O 10 Z9 ¢ OO 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIlTP1-2014 . J o (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 1 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ^ V Z O ■ TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY m // " CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT n 1 v EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIRED BY THE TRUSS MANUFACTURER ALL w 4- w W ,ILA LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20%0" O.C. MAXIMUM. O E Vim• 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. i-J — N 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. STANDARD HEEL HEIGHT. m W O � c iii 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS _1•-��) SEE TYP. TRUSS BLOCKING DETAILS SHEATHING - - N 0 N E 00 I� c O 00 3 TO 4 TRUSS 2x4 AS SHOWN m `NATEu O� N U yp os Q • TRUSS CES DIRECTION C V V QM RUE N © rTRUSS-N' DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE - W/ (4) 12d TOP & BOTTOM OR H5 (2y1NAILS y OR HCLR/LL IN PLACE OF (4) 10D SECjIONTO TRUSS REQUIRED ®RAFTERS GREATER THAN 8'-0" aB '.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE H GULFBREEZE, FLORIDA 32563 PRE-ENG.TRUSS PLATE SECTION B-B TOP PLATE a DIVISION CATN: 2x STUD WALL t SEE PLAN F- PORT ST. LUCIE d CONV. FRAMED RIDGE Z Job MAY BE NAILED W/ MIN. VERTICAL SCAB 2x6 42 Information: (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PREENG. TRUSS 2x8 BLKING, NAILED @ EACH TOP & BOTTOM OR H5 OR w ;= SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER Q THAN 8'-0" o N ry COLLAR TIE EVERY 3rd SHEATHIN RAFTER M O a) 2X4 BLOCKING BETWEEN CB BEVEL CUTS o rl }' TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT, EACH BAY n LU M N B TB 2X4 SPF W/ (2) #7X&1/2" S > N W ALTERNATING DB WOOD SCREW EACH TRUSS - 't coPRE.ENG. BLOCKING OR H5 @ 48" O.C. It`J W TRUSS M N -G CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING N / N (0 n CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION O 7 B 2X4 P.T. BLOCFJNG BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD • 2x8 #2 SYP RIDGE BEAM 10 O O JM Uj Z) O J W �1 ' ^ LO I'1- V) V EACH END TRUSS MAX 2x6 RAFTERS @ 2'-O"O.C. MAX. W/ (3) 12d COMMON L6 J Model Name /Number: WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-W D.G. MAX W / (3) 10D 1755 CONC. MASONRY 2X4 CONT. AT STEEL OR W000 COMMON TOE NAILS TO RIDGE BEAM Ui Plan Issue Date: T & B CHORD BEARING SUPPORT .o TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Wednesday, December 11, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING VI KA PROJECT NUMBER: d Y 19-8303 a A o Sheet: S w � Of. N T806 BLOCKING AND CONVENTIONAL FRAME DETAILS ROOF FRAMING a 01 AND BRACING DETAILS l� r. e THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" SINGLE DOOR SPA EVE SINGLE DOOR W SIDELITE w, 6" 3" 0 0 3h, 3a 3n11 3„ 3 1 I l l Q 1 I 3„ 3" „ 3" 3' 3" 6 6 6" 6' DOUBLE DOOR W/ SIDELITES " 6" >PACE :VENLY e 6 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. 0 M TOP OF SLAB — — — — — — - -41 11 z I -II -11"1 f Ir - IF a o s ai ° 16" MIN. DIAMETER CONCRETE FOOTING SPACE EVENLY m I Rake6 Meal//il/�*'�` Erce 1 See " pieces to use in 5thfaura SEALANT E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS.6 PER SHINGLE. oa OseW a UodeAaY once" 3i0CAu`s"�gNiea ' , over fie eaves at f drip ad used or if no drip SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SERI APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS MINIMUM OF 6' ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY _ PLASTER STO SEALANT ROOF SHINGLES i 6" X 8" H GAL.. T FLASHING C )NT I FLASHING DETAILS 6- HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS &ROOF CRICKETS. FLASHING DETAIL AT CRICKET J KNEEWALL INTERSECTION INSTALLATIO BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/161, x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TVIiInAI n., 011111 INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVEL BLOCK LINTEL & SCREW W/3/16"HILLIPS 1/2" DRYWALL FLAT HID. "TAPCON" RU THE W'DOW FRAME NRY JAMB MIN. 4" FROMMIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X W0010 FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SREATHING PERIMETER CAULK BY OTHERS 4,A. W2NDOW HEIGHT EXTERI0R 11/2" AlEMBEDMENT --4d WJOD SCREW TNTERTOP TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE M5.2.8.5 DRIP EDGE. 1801 DRIP EDGE AT EWES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM )F No (76cm). SAVE DRIP EDGES SHALL EMEND 6n BELOW SHEATHING AND EXTEND BACK ON THE MOF A MINIMUM OF tin. ORP EDGE AT EAVES NHALL BE PERMITTED TO BE INSTALLED EITHER )VER OR UNDER THE UNDERI A(MEW. IF INSTALLED )VER THE UNDERIAYMENT, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED )VER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON Ix)VTER. WHERE THE Vs.d AS DETERMINED IN rMOPoWCE WITH SECTION R301.2.13 IS 110 MPH I77 6M/H) OR GREATER OR THE ME ROOF HEIGHT DICEEDS 33 FEET (10.058 men), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES )N CENTER L _ Instructions For All Fixed W rldinre With Mounting Fin Includes all of the fdbwTV series: IfT LiteInstallation 625 / 825 / AZ15 / FL15 / A730 / F130 / V1500 / V1580 / V300 / V380 VT 100 1 VT280 If GB2000 I GB2080 Prc 662 Prestige 882/LH10 Madmum Fastener Sped, (Jambs, Head and SOp _9=.'9"".i Wall Framing: e2 Sueuce/Pme/Fir Or Bette .9Nmne. - #10 ' svews Scaw Minimum Penetration 3/8" Gladn9 Bead r - rvbunbnq Fin' --_ &rkr Y Vi" Of crosssection v iew Fund VMndvy Mnimen SHI A'ote: we strovy Fecomm6a0 the use, Wlradving M/e/AaaMnp tapeb anda/ppana sa atale0/n A5TM E7lt7-0I. Nnwew� ro veNetkn In todesepdWyWprp types, /t/syetrup to the emWawv ted lermhm in eporwInataeadan of hbeae a." R iE TH:EmU-^0 BtfF2APG u1 back tar In5pecffin, bur Oleaae re zCtk [ne:vrap to »cntoh tahneUl LIIIIU-¢fyreonu p ore a thee"u,Mrw.apmayhe{mee'1 damage untllcMZWcdon is cnmpie[n. Step 1 Measure to be sure the opening is 3/8" to 1/2" larger than fire window sire both w"fidly and horleorne8y. " You may wsh in pre•orNl the Installation, Mks in the fin at III time. a>e hales Rl Me...awday eqas bw "nor Sep 2 At4tY a generous bead of silicone to the bath de d the memfing ft. Use enough Snip ne W su8kkndy Bill all Molds between the fin and the wall eheethn . Sep 3 Iraritdce wndow Ireo the opmn9 tech tlueaubide. TM window k labeled "hside" and "oMsdeC' but N thew labels have been removed, the alsong bead smud always be to the inside of the luAnding. Sep 4 Install shims under the sill, adWI then unfit the mtit IS Phanb in the opening. Shims should be bAaNab under the sill away greet. The window should W basically centered in iM opening with no mere dean 14" gap between the window and wall Fenn Stop 6 ]routa#10.1-12'screw 4' from the corner or IN fin al much and of Use heed, sin and both"nds, Sep 6 IraWl the refraining fasteners n 8• creamers from th corner sogws to the Carhthr deed, rmme member. Use care not mover. tighten the screws and I tlhnn tivou the fin. Nw,. make sure the mews go in Mellott and do not Close th frame to bow. Wall framing should be a minimum d#2 Son" RAFT Fasteners should be #10 strews of suftentlength W achieve 1-3/8' pactratim Into deer wan and Do les; than 1 Y hen eA ' droaming, Famona, quaMYtles neaded In each ends of name to adhkve a" Of Rame s Mari 28• 2B• 2e• 94• <42" BO' 89• as, 14" 82" 88• 98" Number a Fanehec 2 3 4 1 3 1 8 f a 9 IB 11 12 13. Step 7 Remove eNcea sNkgne" oun from arsund thefin and Ins far Mks or wMc. Ilse slkorem ell a vdds. Step 8 If desired, a foam IrhwkUon can Oe appiind tittle iriMlor gap between th window and wall helnng. If appNnd, cars na/#be the AIONEXPA6+CIP6 TYPEFOAM. Sep g Sonde rinse endows are typically used in towns with high mdstuM k; bathrooms, h is recammendnd cat tlw FXedor gap beween the window and mil frambg also be ea ded wM slkate and tooled w as rout to ktefee with sic InRn iadon of wallboard, one or bum. Step 10 OM all Nnetrhn.Wn is complete, re new, one bubble wrap from Me Inside and Puseldn of tlK wtdaw. if neoassary, dean the blotls with a Mid deterrent and warm water USi22 a soft dah. Failure to follow these procedureswill void any and all warranties. MNERAL NOTE: L- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. >_- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. I- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. >EE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION 1ND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice W0 Mr Overhead Garage Doors: 1st Choice I +30.0/-30.0 2nd Choice 1 +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 2nd Choice +67.0/-67.0 WITH UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH 73W6 (5) 1/2" DIA, x 8" "1" BOLTS CLOPAY r2 „ 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) P Pg rO14; 3 ��`\� �O e' E No 864 .. C * — g :� . ST TE OF <U T P. SO 'v n `0 8 0 0 2 W 0 T m w E �" o C14 v�v OWp]m T "AN c• W ON 05 a a 00 ej pQ.i J J J J N D,�1`Nm LL LL LL LL m .PE a02airnz W o Bm'N WyaNp a d @$' W a g K E4w Z + m� O w & 38 W Zee€o'er 2 2 iiM, 30 < 13 y �mr W"om it m O O )C m33Ba III2 EE`?c Go m a sus" ZNa``—� a g a E e ��8LL D o Owx Approval # 2 gz M W " J C g=gro as f 8 @'w� WWW.FDSENG.cOM ❑ ❑ ❑ ❑ :5 /�/�/ `1` m W Uro m y Z z � :o 9 Qo C J 3 d c - 0@ Z o /1 � c9 a FL21580.1 R-1 y (VI/)4� oO . in w H t 0FL15c V)? o FL17206.1 /1 uTo -NVU li E '. °° ~ / 2 n P y III FL16546.1 H � �' Z Love FL15279.36 'N Q coo a II Q m II m —=770 DAMS HOMES FL20461.1 H 'I FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 F1-20461. d 3000 GULFBREEZE PARKWAY in GULFBREEZE, FLORIDA 32563 s z DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Ilea hnwAh h V IV r"va I CRIyCRJ FLRC GHLVHIVILLU J CCL HV V rVld NAILS 11f2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 PORT ST. LUCI E N.A. N.A. Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. Choice SHALL BE BEYOND WALL DRESSING Job Information: Windows' s 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON . FL 176761 IRSSingle wee Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL a 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS isj +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. FL 17676.8 R9 Ix 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF N +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENT FL18644.3 R3 00 w IN WOOD SUBSTRATE. o N Mullions: 1-a— N 1st Choice MI wlNDows M-1926 Vertical I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 15504.1 a LU > � Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4a d N M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM a O 00 Ilon EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U BL K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDO S WITH MIN. 1 k EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN Srn In1st SOFFI��R T10NOF SOFFIT LENGTH OF OFFlT N TH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM z4" Ga. Galv,nize4 DIRECT MOUNT. TOP 1/A"-20 MALE PANELMATE W/ 46 PSF TNT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM 1/V-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 FL 15804.2 - FtDO L In 0)m m h m > N .4 � C U FL18644.3 R-3 m Z m M n- m O J LLI J 00 (n U)Ln O O `� N 16 Model Name / Number: FL16503.4 R-3 1755 Plan Issue Date: FL16293.1 Wednesday, December 11, 2019 VI KA PROJECT NUMBER: Y 19-8303 r p m Sheet: �'1_5 Of: N t\J a MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS j FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING RESISTIVE TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING BE E R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope" The exterior �WEATHER WINDOW UNIT wail envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BASISITIVE BARRIER WOOD FRAME CONSTR. material behind an exterior wall cover) that is Intended to resist liquid water that has penetrated behind the exterior � 4 TAPE C EXTERIOR SELF -ADHERED FLASHING 3/4"-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 -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, ysseMaeomxoowi WALL BY 6 IN. UP JAMB 6". 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 D226 WEATHER RESISTIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches 6 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 6Inches (152 mm), The felt or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the m (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1. .5 SELF -ADHERED FLASHING y 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 t. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The Individual layers shall be Installed Independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list of instructions below: battler Is directed between the layers. Y resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 8 1 1 1 ):( 2 U PAPER 2 O 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 is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nohwater-absorbing layer or designed drainage space. 0 y 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 9 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. Self -adhered membranes used as flashing shall comply g ply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW W P O 1 SELF -ADHERED FLASHING W P O2 SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERTP03 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 d adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING � 3/4"-t" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by an'OWS 9 Y Y, 1 9 9 g y to fit 7. Angle of comer may vat adjust folding of the flashing accordingly 1. Exterior window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the g 0 THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to corner 9 exterior wall finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage.3 O) REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings be installed in LETTER ON CHEMICAL SCORED shall accordance with one or more of the following: @ N COMPATIBILITY , RELEASE PAPER E _ 1.1 The fenestration manufaMurer's Installation and flashing Instructions, or for applications not addressed In the „ rl SELF -ADHERED SELF -ADHERED FLASHING, �'+ (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's instructions. Where =_ .T FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWNi flashing Instructions or details are not provided, pan flashing shall be Installed at the sill Of exterior window and N .p VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the t E BOTTOMEOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall c d 3 a O MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. n w (SEE DETAIL WP02) 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING OO /`-� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400. .a 7 1 V 2 2. At the intersection of chimneys or other $ 3 masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. ° NAILING FLANGE 1 4 n Op 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - BOTTOM NAILING 2 $ SEAL TOPS OF JOISTS UNDER DECKING 10 2 8 6 7 4. Continuous) above all projecting wood trim. T P j g o c m E O FLANGE (SEE DETAIL WPO7 S. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood -frame construction. a W 8 a w g m tr0v ti w 6. At intersections. ` i ; a N 00 Do 'k V SELF -ADHERED FLASHING W P 04 SELF -ADHERED FLASHING W P 05 SELF -ADHERED FLASHING /N� W P 0 wall and roof € " o R m LL LL HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER V 7. At built-in gutters. )° _ �' a D ° z W' w "8m Lq i+! w SELF ADHERED FLASHING n :. m SE' ri % r moo t�¢cm$ Z g. 4 a o- O z z o as DECK PROTECTOR O SHEATHING 7/8" Cement Plaster c s r 1 P 2 M LL m O d i a o in accordance with 7/8" Cement Plaster in ag 0 0 J o o ASTMC926 accordance with ASTMC926 FL z �� Z a o E5< � --- --- SELF -ADHERED 2 d g �5aa� iu FLASHING PATCH '- Felt backed metal Felt backed metal $ WNW.FDSENG.COM lathe in accordance lathe in accordant e ASTMC1063 2 n1 0 M z 0 SELF -ADHERED FLASHING r with with ASTMC7063 d DECK PROTECTOR _-.. - r.+ y W Z M O Building Paper Building Paper y Z n , i 7/16" O.S.B. 7/16" O.S.B. a DOUBLEo- sheathing . ` sheathing - I SINGLE JOIST MetalKeep p edge tp JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 ' Flashing scree f 2below top of h w 2 block E'� ` _ . 3" MIN Un/erforated a QU 4 Flange 7/ u DO O 5 ed Weep Screed uk .: ... cabottom joint only o m � Metal Flashing o E N E* o Bottom of 3-1/2" Unperforated pe s r o - 5 a0 d i SELF -ADHERED FLASHING J Fw P 0 SELF -ADHERED FLASHING Q W P 0 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 0 g Weep Screed , „2^ to 2^ Flange 7/8" Weep Screed j op v C s o'i0 \H0.8362x;DECK JOIST / OUTSIDE CORNER Q ® INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish - m a Q DAMS HOMES ti o , o, All inside and outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need to 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement cut and caulked all butt N W GULFBREEZE FLORIDA 32563 ' BUILDING PAPER SLOPE SLOPE inaccordalnceer with ASTMC926 joints need to 0' o becaulked using a d DIVISION LOCATION: 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 € PORT ST. LUCIE Job Information: (0.6 cm: 30.5 cm) - LD LD SELF -ADHERED FLASHING a WIRE LATH SELF -ADHERED FLASHING ~ EXTERIOR 0 N CEMT. FIN. m rim L1� BUILDING PAPER a 0 N WIRE LATH o x0+ O 1/2" CementIV s w V SELF -ADHERED FLASHING Plaster Finish a > S > > W r... Block .m w Of m a WIRE LATH 2 1/2" Perforated ~ m i M BUILDING PAPER ° Flange 1/2" Weep 0 > Lo (D c BUILDING PAPER Cement Plaster o Screed .2 z V m a) 4) over block ' m T f- O J U J =) o EXTERIOR 1st floor y J m WINDOW UNIT CEMT. FIN. Install bottom Slab aV1 O' Model Name / Number: edge of weep screed 1" below 1755 finish floor Issue Date: oPlan OPTIONAL DETAIL N a Wednesday, December 11, 2019 KA PROJECT NUMBER: 0 Note: 3 3 3 O 19-8303 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Y Sheet: Of: SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD q W P 1 O SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL W P 11 SELF -ADHERED FLASHING [YV P 12 the SCALE: NOT TO SCALE R �� CEMT. FINISH PARAPET WALL weep screed. WATER PROOF s 0 DETAILS PATIO O 25 SH DEL 25 SH 2868 HOSES EGR SS BIBR , a BEDROOM 2 GREAT ROOM 8' CEILING VAULTED 100 12x6 lwcd LD bath duct 12x12 lwcd to roof cap 4068 % 12xl 2 ra320 ts w/ 70cfm fan R SH 9" /16x1`6 rag INTERIOR RIDGE LINE / BATHc 9" 24x18 fbrag� 0 DEL 25 SIT - DBL 25 SIT 1 1 4" EGRESS DDNJNG R OM 16 16 ra$ASTER BEDROOM VAULTED' 8' CEILING 195 14x8 lwcd 10x10 2w,cd 200 1111� h _ ._ W/ BUILDER 42X42 A/C SLAB BY BLbR''MIN ' FROM WALL VAULTED - '. CEIL G 50 `..:. ''15 bath duct R SIT s z 9" A1ilc AcCES _ 10 6 1 wcd w to roof cap 2668 -n " w/70 cfm fan 7" 1202 1. x 0 r6g 6 FOY 8x4 1 cd w= 12x6 1 wcd \ N a -n.; 5 105fy It BEDROOM #3 BEDR OM 44 5" bath duct 8' CEILING 8' G ILING 70 W. t o roof cap 1 OX6. 1 WCC� 3068 � * . . C. 90 n l P,I 8' CEILIN p W/ (2) 1068 sL �� o �. s 25 TRANSOM PER ELE JN S <4 1 WcdME= w �f a n— l i g h t ti 9.-0" HIGH ��""` n+. -10 6 1.WC � � R/SH - ENTRY >' ' 2868 EGRESS s.- -10 CLG (ELEV "A"DRYER VEP BW2 M 12 CLG (ELEV "B') THIRD ROOF C2 W.H. 35 SH 35 SH MAX LOT 3 ' / PULL ON. STAIRS F•. LOCATE IN FIELD - -22 1/2" X 54• WN 3.0 TON W/5KW @240V 1 PH 4 dryer duct 18x13 plen to ,roof cap scale :1/8"=1'0" w/dryer vent box ARAGE platform by 8' CEILING - - bldr SEA SHEET 3.1 <.. LINE OF GARAGE DOOR FOR DETAILS _ AND SCHEDULE I NOTE T0� BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS z h A _HOSE AREA C ECULATIONS Transfer 'ducts/grills sized in compliance BIBB 1st FLOOR 1760 SlF with Florida Residential Building Code—M1602.4 balanced return air. - 16x7 OVERHEAD III TOTAL J\ANG.(AC) 1760 S.F. EXCEPTIONS 1-3 GARAGE 427 S.F. COVERED ENTRY (BASE) 68 S.F. 1 COVERED PATIO/LANAI - TOTAL AREA UNDER ROOF 2255 S.F. FLOOR DEAN ELEVATION "A" I Must have a minimum clearance of 4 in hes around the air handler per the State Energy code. All duct has an r=6 insulation value. Rating m 0 W w w � Q W �Q V/ W w LU 0 Z � 57 0 Q I ON — 0 LO m Q L0 ® N LL C/) M w •• •• > z z ® w J a m Q D-1 0 D a ry mQL-100C� FIB' COPY