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HomeMy WebLinkAboutBuilding PlansTERMII I ATI N STRUCTURAL NOTES: STRUCTURALI CRITERIA INDEX R31SA CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THEBUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STIR PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT,, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25' AROUND C 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BEN OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING NGTHII AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 A (MAXIMUM WATER/CEMENT RATIO OF 0.63. LL TOP BARS OF BEAMS. RNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. /2" TO FORM U.N.O. 1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO BE (MIN .75 LBS OF FIBER PER CUBIC YARD. W DOMESTIC DEFORMED BARS FREE FROM. RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL 17) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) BULL ING C NATIONAL ELECTRICAL CODES STRUNEC CTURAL SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED. BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-ACOR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING F LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF REC B. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THE PLANS THAT INDICATE2500 P.S.I. SHALL BE REPLACED WITH EINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT RO FOR WRITTEN APPROVAL PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO E AREAS ARE TO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ALL NOTES ON THESE 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 E 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE.N,. TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH.. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED. METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703,7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER. SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.1. WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER JS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE.APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT. FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. - STRENGTH OF 2000 P51 (f m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO. ASTM C270114A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A OF 3000 PSI SLUMP 8" TO 11".. CONTINUOUS MASONRY INSPECTIONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN TIE 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTICISCREEN, GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP g. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 11L. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. ''i MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ARE REQUIRED DURING CONSTRUCTION. 40TED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, CENTER OF THE MASONRY CELL. WITH MIN 1/2" CLEARANCE TO INSIDE FACE. LINTEL PLAN PAGE, UNLESS OTHERWISE. NOTED ON THE DRAWINGS. METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF I§ PROHIBITED. TAB[ IITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BE ABOVE AND BELOW ALL WALL OPENINGS. O DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER.. CODE ACI 318-14. GROUT SHALL BE FLUSH WITH TOP OF WALL DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR (-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" �+ GENERAL ROOF LOADING WOOD CONSTRUCTION I'I SHINGLE ROOF.(PSF). METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEA END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL F 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE C 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT H SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINE 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEM VERIFYkTHE TYPE OF WOOD TREATMENT AND TO SELECT AP CBA-A uR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAIN 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH WITHOUT WOODEN TOP PLATES 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VWLUES PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLA 9. SEE P�N NOTE FOR. ADDITIONAL ROOF, WALL, SHEAR WALLAND ROOF ECK: PLYWOODC-C/C-D, EXTERIOR. OROSB FLOOR: SHEATHING: T&G AC GROUP 1 APA RATED (48/24) WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE ETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL AMING MEMBERS SHALL BE S.P.F. #2. RY U E ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND NTTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS RA NE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION , ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ D, ESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. CONCRETE TO BE PRESSURE TREATED. CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS I U.N.O. (LVL). BEAMS: 2.oE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP.I.7E Fb=2400 PSI MIN. FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD ILL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 SO 0 10 TOTAL (PSF) 37 37 45 55 g0770M CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS. W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN �s GENERAL FLOOR LOADING R7 .4 FLASHING. 03 FLAS G APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED STRUCTURAL I OSB EXPOSURE 1 WALL HEATH( G:7 16" STRUCT N A MINI UM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS " RATED 0 B EXPOSURE 1 R 15.32 S / AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL .TOP CHORD LL 40 (PSF) COMMMENTS: 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 +/-DAB NOTE: MEAN ROOF HEIGHT FOR TYPICAL. SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 fit EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 50 + 27.6 + 27.6 10 1 0 29.9 (-) 37.0 (+) 26.5 (+) 26.5 -20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+). O (-) 27.1 31. (-) 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3- (+J 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. - 2. "a" = END ZONE IS ONLY W/IN'. 4'-O" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE. USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS. WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WINDaOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMFMNG. 1 - COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS MA HVAC a``®ee:or�r�rrrvv �� d f e ti ivy SSEOfi�� �' rrTHi UtiD6;1 Q m a gg§ to vt o w s F c � 8 N v �Ti O O W FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT B -USED AS WEATHER RESISTANCE BARRIER UNLESS IPECIFIED. TOP CHORD DL 10 (PSF) 8 el �� W N F'= w a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES 5 6 �.I m � W o � SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) BUILDING STRUCTURAL FRAMING COMPONENTS.. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER t _ Z •Q < o SELF MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN I m „ oa n a or PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE. "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 9 m W m m 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a- I ®� a g a rn G MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAU DEAD LOAD, BALCONIES/ DECKS 40 (PSF) 8 �5 ¢ `� o TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF)LL W -_' N APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) P WW.Fmmacom ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. - • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE C NNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. STACK ROOMS 150 (PSF) in 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED I E MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 0 (PSF) _ • 6 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND D TAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A -WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED.FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL I HAND RAILS (d) 200 (PSF) _., Z N g 1 CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 'GUARD RAILS IN ALL COMP.{f) 50 (PSF) • AT WALL AND ROOF INTERSECTION: S. THE TRUSS MANUFACTURER SHALLDETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30:(PSF) a STAIRS 40 (PSF) - I UPLIFT CONNECTORS FOOTNOTES " M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. Q.J TO UPLIFT OR LATERAL FORCES. INTERIOR. LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A - OD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CHORD NATE WITH THE TRUSS ENGINEER. FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. .u.. �. w - V) w 7 MORE INFO. c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: `m 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON 'SET" EPDXY 1..ALL EXTERIOR WALLS SHALL BE ASSUMED 70 BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. � � -T tt Is the Intent of Designer/Engineer listed In the tltleblock of these w C4 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed - '- ai PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to = m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLED" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALLA 32" LONG #5 BAR INTO 4.. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c =ilia THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF. THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to Q. N d m 1410 the commence Desl r En neer are not commencement of an work. The e INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FRO DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. Y !'� / PU. PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CUR TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITEresponsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. : undetected and not reported to the Designer / Engineer prior to DAMS i HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VER . IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found in these documents. Any questions regard'.... the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A."x 2Y4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR. ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE WAY MASONRY AND (7}Sod NAILS TO TRUSS FOR UPLIFTS 10 H4) /4- LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager the nglnee with will be considered 1 4" x 11 2" SDS SCREWS AND 5 1 4" x 2 1 4" TTTENS 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 for reimbursement b the Desl ner/En neer without advanced 3000 GULFBFiEEZE PARKWAY MISSED -CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W (4) i / O / / Y e !� PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MARE THAN 3 IN A ROW WITHOUT APPROVAL FROM. EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO I TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. payments will be made In accordance to the terms of the agreement MISSED,. CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF. MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT - EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS - ---- - _ (O 6 -7`$ 1 DATE DESCRIPTION 2 -- -- REVIEWED Ft � LL CODE CO I a?A. , ..•m LO OU DAMS H(C.") M ]rEd ST. LUCIECOP� s ° 11. Of Northwest Floridan BOCC m M m o ®_jW : M o S VI Model Name / Number: 3000 GULGL REEZE PARKWAY GULFC G°EEZE➢ FLORMA 32563 1820 V Plan Issue Date: FILE COPY Thursday, April 15, 2021 Ar V KA PROJECT NUMBER: P 0 MODEwL 18 12mom" A` 21-3953 Sheet: M1 Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS WMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(pl0 BWl 16" (2)16d TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SP1 W/(8}30d SPF 402 18. STUD, (6) Tod PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6)10d (2) SP1 W/ (8) 10d SPF 803 STUD 6 16dPLATE STUD, 4 10d PLATE BW4 16" (2)16d TOENAILS (2)16tl TOENAILS BYP No NO UPLIFT BW5 SP2 W/ (6}10d SPi W/ (6)-iOd 1s" STUD, 8 1Dd PLATE STUD. 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ M-10d SYP 878 16" STUD 6 1Od PLATE STUD, 4 10d PLATE BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BWS SP2 W/ (G}10d SP1 W/ (6)-10d 12" STUD is) 10d PLATE STUD, (4) 10d PLATE SPF 535 ) BW9 12" STUD, (6) 10dPLATE STUD, (4)10dPLATE SPF 1070 BW10 12. (2)16d TOENAILS (2)16d TOENAILS SYP: 0 SP2 W/ (6}10d SPl W/ (6}1od BW11 12" STUD,(8) 10d PLATE STUD, 4 10d PLATE SYP 585. (2) SP2 W/ (5) 10d SPl W1 SY10d BW12 ' 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED --DOUBLE 2x TOP PLATE TOP OF WALL/ SEE PLAN 4� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER. DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO IF HEADER IS WITHIN WALL INDICATED ABOVE WITH FE MS03/&1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-D" SCHEDULE ABOVE F,F. SEE FOUNDATION r,. - PLAN FOR MORE 2x 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. ":: REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. - 7/16" 086 PLYW'D W/ SAME EMBEDMENT IN REND AND EDGE. BRIG. WALL DETAIL W/BENAILS EDGE. SEE G GENERAL NOTE#8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3- CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED AN BE SUBSTITUTED IN PLACE FOR THE SP1 AND 4. SP2 ANDBPSI S CONNECTORS ST SCHEDULE ABOVE SP22INDICANDI IN ABOVE INDICATED ON FLOOR BA SE CONNECTION TO IGNORED. SEE 6. IF "6W" ED ON SE 3. OR INDICATED DErAJL PER CONNECTIONS FOR FLOOR TO W F08 S3,10R INDICATED DETAIL FOR PRO TS THIS I 2 RV PROJECTS ONLV FIRST FLOOR CONNECTIONS (NOTE: S S FOR STORY ) 6. IF "SW" IS INDICATED THE WALL IS AND REQUIRES MIN. AT 4" OEREDASHEA AND EDGE TO WALL PLYWOOD NAILSAT 4"G,C-IN 7/16" OSSEXTERIOR CHEEDGE PER NAILING SCHEDULE NAILING SCHEDULE EXTERIOR WALLS W/ EXTERIOR ATTACHED E 7. ALL S / SECTIONS FOR AND GRADE SHEARWALLS.ALL SEE PLAN AND WALLS SECTIONS FOR STUD ACT A WALLS THESE WALLS ARE ONLY S. IFTHE BEARING WALL Is INDICATED WITH THE BW4, 8W7, B 10 THESE E Us TO THE NOT HAVE UPLIFT, THE STUDS ARE TOE SUPPORTING THE FLOOR LOAD AND HAVE U NAILS) AN TA HARD CASED NAILS (GUN NAILS) AND WILL PLATE AND THE 2x PLATE CAN BE ATTACHED NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. TIN 9. SP1/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 UPLIFT(Lb) C1 (3)2x4#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 (3) 2 X 4 SYP #i -0R- (4) .16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 D172Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4' X 11/2" 2145 SDS SCREWS cs 4x4 58"ATft G = 6665 u = a2oo OST SYPPPOST 12 - 166 NAILS &(12)W &( ) 6x 6RT. #2 ABU66 W/5/B"ATR- * G-12DOO C8 SYP POST & (12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** 0 = 24335 C7 SYP POST &(18)-16d NAILS U=2320 C8 3.5 x 3.5 P.L. 1.bE Fb=24DO PSI HDU5.SDS2,5 W/ (14)1/4' x 21/2" SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5SDS2.5 W/ (14)1/4' x C9 1.8E Ft 2400 PSI 21/2' SDS WS & 5/8' EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** - ' C10 3.5 x 7 P L 1.8E Rb Q400 PSI NODS, 8DS2 5 W/ (20) 1/4 x 2 1/2 SDS WE & 7/8 EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P L 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4 x 21/2" SDS WS & 7/8 EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*- -7 x 7 RL, HDU&SD52.5 W/ (20) 1/4" x C12 1.8E Fb-2400 P51 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/W ATR S. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS vs. PNEUMATIC GUN NAIL COMMON cD PNEUMATIC GUN COMMON W. GUN AL NAIL DIA:LENGTH NAIL SPACING 8d 0.131" X 21k" 0.131" X 2 %" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0 148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 °/" 0.131" X 3 4' NAILS & TOP PLATE 12d 0.1A8" X 314' 0.131' X 3'A' W O.C-(COMMON) 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, GUN NAIL COLUMNS 16d '0.162" X316' 0,131"X3?A' (2). 160(COMMON) SEE PLAN (3) i6D (GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2F FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2• FLITCH PLATE THIS SHEET (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 H3 W/ 1/2" FLITCH PLATE THIS SHEET O(2)-2Xl292 SYP SEE GENERAL HEADER NOTE 05 W/ 1/2" FLITCH PLATE THIS SHEET (3)-13/4"X 111/4 ATTACH TOGETHER WI(2)ROWS 1/4"X31/Z H5 LVL 2.OE Fb=2600 PSI SOS WO SCREWS 111 16' O.C. TYP EACH SIDE (2)-1314 X9114 ATTACH TOGETHERWI (3) ROWS 1/4"X 31/2' H6 8 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" D.C. TYP. EACH S1DE HEADER SUPPORT NO- OF JACKS& 87UDS REQ. AT OPENINGS 2x4. WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA.END - EA.END FA.END EA.END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-O" - 9' 0" '.. (2) (3) (2) (2) i6'-011 (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 S. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' co. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER. SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS M1 12) - 2 x 8 #2 SYP W/ 7/16" OSB FLITCH PLATE. NAIL CONNECTION: PROVIDE (2) SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 1D 12" OR (2) SIMPSON HETA18 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) OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M REAM TOGETHER USING - SIMPSON HTS20 TO WOOD POST ROWS ®12 OF 2" OR (2) SIMPSON HETA16 TO CMU O.C. EACH SIDEAILS TYP EACH SIDE COL U N O ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PbVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR 2 I) EW TOGETHER USING 2 OG (1 ' SIMPSON HTS20 TO WOOD POST ROWS OF 72tl NAILS ®32' OR (2) SIMPSON HETA16 TO CMU r4M'4� O.C. TYP EACH SIDE COL. U.N.C-bN ROOF PLAN- (2) - 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Ttt=26DO PSI. NAIL BEAM SIMPSON LSTA24 OR TOGETHER USING (2) ROWS O TO WOOD POST 1/4" x 31/2" SDS WOOD SCREWS 016" O.C. TYP. on(2)SIMPSON PSO OR (21 31MPSON HETAIB TO CMU EACH SIDE. COL. UA.O. ON ROOF PLAN, (2) -1 x117/8' LVL 2.0E R7-2600 PSI. NAIL BEAM CONNECTION: PROVIDES' 2) M 5 TOGETHER USING (2) ROWS 1/4" x31/2" SDS WOOD SIMPSON LSTA24 OR (21 SIMPSON HTS20 TO WOOD POST SCREWS O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDEE COL U.N.O. ON ROOF PLAN. , (2) - 13/4" x 16" LVL 2.0E US PSI. BEAM CONNECTION: PROVIDE 2 ( I M TOGETHER ) R SIMPSON SIMPSON LSTA2HTS20 O 1/4" z 9 1/2" SDS WOOD i/4' x 1/2- SDS WOOD O SIMPSON HTS20 TO WOOD POST SCREWS 916" 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, SE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRIYTflN APPROVAL FROM THE E.O.R. LO W LOP 00 a da 11 M I HOSE, BIBB O N LO N I� 39'-8" 4,-10" 8.-S" 5,_4„ 25 SH © 25 SH O PRECAS TTOM @ 6'-8'_ EGRESS _ _ _ _ _ EGRESS 12'-10" 13'-0" 13'-10" W O O 4 p ' �� OWNER'S B DR00 BEDROOM #2 YAULNTc\EG ILING' VAULTED C VAULTED CEILING m '.. 3 b 3 m C2 C2 - -----�------ - G.T.-- ---- --- , ' N � 11- " ------* *--- - --- - 2'-0"' 3'-8" ----------- -- T-2" ----------- - 5 -0' 0 ------- 1'E" 12'-4„ H2 2) 3050 SH 2668 2668 H1 2868 8' CLG. _ 2 "2" N LO (D p 1R/1SH - - - LO A BW1 O w W/ BASE PLATE ATTACHMENTS w OET ERG. WALLBAT�2 VAULTED CLG IN w DETAIL Lo 2Qi'I 68N3: 5'8" I to0 FAMILY ROOM , 2668 I IM IN 10' CEILING ° 0 o 7'-0' 2668 � = W.I.C. WR 2x6 WALL a � op 1R/1SH R BEDROOM #3 I L�J b VAULTED CEILING y N I � 13-4" I 12'-8" m 13'4" 4'-0I" ,2,-8" 3'-8* y a n k 3'-5" BATH = It 3 X 4 W VAU TED CLG. .G F. .SHWR 5D68 36" FLAT BAR * N------------- 8'CLG. a0 TOP ON 341k" /..' `, r - , 1 ----- 7,:1 A/C in WALL 1R/SSH D/W RANG DEL. HOOD ROVIDE PLATFORM i SINK _ N FOR HVAC UNIT '' W m VERIFY SIZE WITH MFGR KITCHEN ti j DINING ROOM VAULTED CEILING op HANSON BOX VAULTED CLG. a o @ 36" AFF 12'-10„ 7,_4„ d'+ 6W„ 3.-8" c-1 9'-0" I I o w 2668 J r NOOK I z I L VAULTED CLG. - LAUN.�__ „. , , 10' CLG. I I 7 -I tD �p I II„ I* oU: rip �, DEN/ i L J JE " STEP DN DRYER BEDROOM #4 FOYER VAULTED CEILING iY 10' CEILING ROOF LGT 35 0' MAXMAXLG 3 W.H. ADD INVERTED -0" HIP w/ B ELEV. '.. ! PULL DN. STAIRS ' 221/z" x.54' ' WF39 tq 41111. It Qo S3 H1 030 NOT : BUILDER TO PROVIDE N Ay A APPLIANCE PROTECTION IF REQ IRED BYMUNICIPALITY . SEE SHEET 4 FOR DETAILS �. v/(2) 12" S.L. EGRESS TRANS. PE 2 CAR GARAGE ON Fo N °o °P9,6',4' S' CEILING S03 2•-10" S-1 20,_0„ EGRESS ENTRY 4 10' CEILING ION SEE ELEVATION FOR n WINDOW SIZE &STYLE CD04 ' B ® S-3 - LINE OF GARAGE DOOR ELEV. 4 ■ BMa &° - -'B1. 16' SQUARE.. 2'-8" '4 COLUMN TOP C& 9'-0" CD21 CD04 ` S-2 S12 S-2 ' 1 16 x 7 OVERHEAD DOOR 13,_411 6'-4" 2'-0" 16.01. 2'-0" 191$1, 20'-0" 39,$., WS01 S2 NLO O N N co O Cq A iYi VERIFY LOCATION W/ BUILDER O CHOSE BIBB FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS N N OP O 160 MPH OPENING PRESSURES ENCLOSED EXPOSURE B A +27.6 / -29.9 6 +27.6 / -37.0 +26.5 / -28.8 (� +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5O +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 FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 13/8"solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fansmust vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. 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 protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the flntshed grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-W of doors and in shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16". span reed OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods speclfled In sections M1502-4.5-1 through M1502.4.5-3 Ceiltn s for exterior entries and covered porches to be g 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking perimeter. The OSB shall be attached w d Provided at Pe / S nails at 6" O.C. field an 4" r 7 screw e d O.C. at ed es o d sc e g shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speciflcatlons FILE Cores AREA CALCULATIONS 1st FLOOR 1820 S.F TOTAL LIVING (AC) 1820 S.F. URAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. xAx1,111:Lee1ATAF .-f JRr/ F i qd� � rl 5 E, �s tAD S K: * OF Z7 ' 7 5 @ 8g W tfipp 00 00 F y LD !� T� e Rs tc ORu`'i�a w m�No4 w a m me 0 a to - � to E.. 2 is .oA^ - 0 o _8� a Y O 8£„���,yy Qm=�wj�Q 3 r 3 BSNa W���� m m J 52gm U WE v p (9 0 N O 3 $L 2 A ■ U N @'li'� WMV.FDSENG.dIXN ❑ ❑ ❑ L') uD z 8 z 8 �. Q N a L0- N Z N L3 (9 ro y � 0 m o c tJ} I ai t � n c I m l f6 U_NE a cc N o fall ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: o LO a) U O 65 m �O O y L0 3 ? `m C) �H a b _/�1�5 Uj M o 6J.J . q �/, a ) LO LL Model Name / Number: 1820 Plan Issue Date: _Thursday, April 15, 2021 KA PROJECT NUMBER: 213953 Sheet: 9 6 FLOOR PLAN I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. (-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. „.. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF OPTIONAL CURB FOR VARIES F F_. PPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. ' "_ _ _ _ �' 2 4J250OPSICONC. SLABW/6X8 10/10 WWF, OR MINIMUM.75 LBS W/ (1) - #5 BAR CONT . 0FIBER.PER CUBIC YARD FIBERMESH/HBERMIX ADDED TO THE CNCRETE IN ACCORDANCE W/ MANGE'S INSTRUCTIONS AND NER-284 / ♦ - t:-`--'- "' 'X FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR * » C - c- BARRIER & TREATED FOR TERMITES. w ( r 2 STORY: 20" X 20" 3 0, INDICATES FILLED CELL W/3000 P51 COND. FROM FTR. TO REINF. N W (3) - #5 CONT. B W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FTG D� LS 17" EMBEDMENT W/ 25" EXT ABOVE SLAB 16" 1. (2) #5 FM01 I SINGLE STORY FrG REINF. SEE PLAN ;0 ;?(1) _ #5 REBAR CONT. FM03 THICKENED EDGE (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WAI RECESS AT GARAGE OF GARAGI DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. SEE PLAN ;►;,';, # 5 REBAR ' (2) 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 16" RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXrER10R 5LABS SHALL SLOPE 1/12' PER FOOTAWAY FROM HOUSE U N.O. ON PLAN. 1/2" = 1'-0• FM02 SECTION @ GARAGE 1/2^ = 1'.p^ 6 N, WOOD STAKES PERMITTED IN FOUNDATION. kNDINGISITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 7 DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4 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 AFrER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS W 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 1.-0. ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 12 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF- CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ ALIGN DRIVE W/ BOTTOM OF , RECESS & PITCH DRIVE tw. :� 2STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION GAR DOOR 1 1/2" = 1'-0" 2x BRG. WALL 2 STORY: 20' X 20" (SEE FLOOR PLAN W/ (3) - 45 CONT. FOR MORE INFORMATION) is P� I' III OIC SEE PLAN REBAR 8 4" 1/2"=1'-0" FM12 STEP DOWN NON BRIG. MARK SIZE DEPTH REINFORCING F1.0 l 1'-O^ X CONT. 1'4" 2 #5. E.W. DOT. F2.D j 2 0" X 2%0" 1'-0" 3 #5 E.W. BOT. F2.5 j 2'-6" X 2'4' 119' 3 #5 E.W. BOT. F3.0 j W-0" X T-0" 1' 0" 4 #5 E.W. BOT. - 1 -0 F3.6 3-6" X 3'4" 1'-0. 4 #5 E.W. BOT. F4,0 4'-0' X 4' 0' 1'0" 5 #5 E.W. GOT. F4.5 j 4--6" X 4'4' VA- 5 #5 E.W. DOT. F5.0 5'-0' X 5'-0' V-4' 6 #5 E.W. SOT. F8.0 -0" X 6'-0" 1'4" 7 #5 E.W. BOT. 1/2" = 1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a + SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" y '�, TYP. SEC. ELEV. 0'-0" WITH CURB (1) 45 BAR CONT. $' (G.C. VERIFY) 00 _ i „'•i 1 1 F.F. REINF. io (SEE PLAN) 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ ERIALS PER "' T. MIN. 25" LAP SPLICE MAT FBGR P2709.2 p. N ID - MUDDED FLR. ` SLOPED TO DRAIN lk16" MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/z"=ro FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONE REINF, GRADE REINF SEE PLAN CONTINUOUS AROUND CORNER SEE END. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" _ #5 X 25" X 25" 0 _ CORNER BAR ONE N� FOR EA. HORIZ. iv REBAR, TYP. U.N.O. ' (2)#5 REBAR 16' A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X SO" THRU FOOTING W/(3)-#5 CONT. FMI.91 TYP. CORNER BAR DETAIL 1-1/2°=r-o" FM23 TYP. FIND PENETRATION 1/2"=1--0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION FOOTING OF BARS LAT.. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8". 10" 16" 20" W/ (2) #5 BARS <674# 6'-81, >2'-O"3'-4" 10.1 10.. 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'4" - 4'-0" 12" 12.1 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48• W/ (5) #5 BARS CONT• & #5 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL N(1TF14- SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 - A CONT. REBAR 1 (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR 04 TURN BAR V STEM WALLS GREATER THAN 4'-0' (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B ° FIN GRADE-8' MIN, fll TO TOP OF � STRIP FTG. COMPACTED CLEAN. FILL '' • ®i! ° IN MAX 12" DFTS >. STRIP FTG. W/ QTY OF 13"MIN. COVER d REINF. PER SCHEDULE �F (3 SHOWN) FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL. INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.C. ABV. FDN. 44 TURN BARS ARE REQUIRED. @ EACH FILLED CELL. LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #p CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE .16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h " TALL (TYPICAL ALL CORNERS) 16, O.C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS .SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4,1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ-D. WHEN STEM IS OVER 4'-0" TALL NTS LEGEND INDICATES SINGLE -STORY FOOTING - INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 2000 7200 11ODO 15600 21500 28000 34500 42600 61500 c 1 HOSE 1 ' I ' BIBB I 1 o FM03 FM11 FM11 ' 1 : 3 3 I i Z F2.5 in JIFF2.5 = Q 1 , ' ' 1 "-I 1 STEP DN. 411 1 ' TO NI 1 FM11 1 1 ,i ;TUB ;I (UNIT W.C. , , I of � rf = 'I'7 LAV r, �h L:J-0J ® 1 bl 1'11" 3 1' LAVrr 1 I !� � ip 1 LL J j ' 2 11' S" �t�-11 W.C. `; ■ I ■ m ' YQ I A US STYLESwIARIES I p ' 00 1:VERIFY DRAM( ' a 1',').00ATION I F.G.4 SHWR' 1 L'L_ ' J IF 1 24' 8" •-----" 12' 10" 2: 2" n D/1'V SINK 1 I 1 1 , I 1 12' 11" 1 1 1 ' PROVIDE CHASE o ' FOR HVAC UNIT VERIFY LOCATION ti 0 , 1 1 WASHIIIII; ; 1 FM01 i X, I II I Q 1 I 1 1 - 00 STEP DN. 4" W.H.', ' 1 I 1 � 1 . - -------------------'. FM02 I 3 I I =o I STEP ON. 51/2" 0 1 1 I 1 6. 4" 1 20' 0" 1 4 C.J-__-_- ¢ _-_ 1 0 O 2' 8„ 7, 0' 3' 8" I a I , , 1 in F2.5 I I. ----- 1 ' I I zt 1 ' ; m FM03 1 1 1 o 1 (V FM09 I 1 I iD 3 =-- ------------------ -------------------- ■ ■ llillillillillilliillillillillI■ ■ ■ 6' 4" #5 BARS W/IN I F.C. TYP. @ E, 0 i� "ao \_O 1TOR9 O �\�NSF •F ���'' a _ : cc ' QF LU ti N 0 COMP. UNIT II`''n1'lll a0 C v REVIEW"m Y.,. .."; 0E COMFOLIA l ICIE " BMc8 ro a HOSE • IL opy BIBB 8" FOUNDATION PLAN_ SCALE: 1/4" =1'-0" ALL ELEVATIONS SO s I Q Sm :w * ik g3ri;LC �r�mQ6 Wa a a=`^ o m 8 W n m m s $"9 2 m < a �s� 19 t3 V) O Z J V7 g � m91� III www.wsENs.coM ❑. ❑. ❑'. 0 Z z o S _ o C a C11Z N M Q! ^tasa�I.. Ln V) J Uall ENE W L V ,. Ia Q N o9.9 I iw DAMS i HAMES ar. 11= FLORIDACONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Jab Information: N c � � Uj 0 m m LID 1-1 0 0-1LLJ: m LO o m 0 (1) Tj Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, April 15, 2021 ♦ KA PROJECT NUMBER: 21-3953 Sheet: 3 I Of: rfNjkV6T1,W17►f ��11 IIM w LOAD CALCULATIONS. COOLING GREATER THAN HEATING GENERAL LLQUUUG & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G &'RECEPT.+APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF A"= (.40 x 24,010) = 9,604 + 100%OF "SO = (20,000) = 20,000 TOTAL WATTAGE = 89,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 0 M 'H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL F24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. TO SANITARY SETTER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED W/ PLUMBING CONTRACTOR 11/2- VTR O INSTALL FAN BOX PREWI01� X\ i m ml r,I r INSTALL FAN BOX PREWIRE L.J , , , , , , i , , , --- --- - -- 220 , p CEN.IOF WALL z 3=_ 3 ' z ' w U � , i , I h , , , , , , , INSTALL FAN BOX PREWIRE , I I I , I ' I , I ' I i I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. INSTALL FAN WP BOX PREWIRE \ GFI \ INSTALL FAN -----------------'------- �.e ,BOX PREWIRE , , , , , ' , , CM ' II � GFI o , GFI FAN / 1 } ! PREWIRE 0 o , C�F1tiGI- ---2---GFI GFl `--i -' -- ------ - \ ISP - - O \ FOR D/W MICRO/ HOOD \\ GFI, I I I , , , 1 -' 41 - I � I GFI — ,J r - n GFI 1 22031 lK 11 PB 1 711111111111111111­ ELECTRICAL GFI @ CM 42" AFF 220 WH• PANEL ' AT-nc El ECTRIC-------------- v � \ \ IF REQ'D BY CODE X N N \\ mwF- J �s%' W ¢ (J O rr a a • DOOR \ \ � zz`x-oo Q LL G J BELL \I o w GFI@ GFI o a GFI 42"AFF m a I -IJI�Y FOR GARAGE a m N Q „ DOOR OPENER ,li -p w m o z.J Pclm ,------------------------------------------------ iL i COACH LIGHT \ j COACH - — - — - — - — - - ------ —-— LIGHT COACH LIGHT VERIFY LOCATION IN FIELD J U W F- U d w J W ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED RROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 38" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE : 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT. ACCORDANCE WITH THE NATIONAL: ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR. WHO SHALL BE.RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 21.7 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE. BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NPPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBONMONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED. BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECT121011CAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH Mr�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE -M TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET a CEILING FAN Ilb 110 VOLT SPLIT SWITCHED OUTLU y W GROUND FAULT INTERRUPT N ' g DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET 0- DOORBELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL 7 T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET gp PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATERPROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT LC INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON #4 ~IM OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS �} d""�;q ,p y.�F +,. SAME AS. UNDERGROUND WITHELECTRICAL CONT I 44ss �a�Vii P"L4f 200 AMP SERVICE `0 p+, 200=2/O COPPER OR 4/0 ALUM -W cot IN2"CONDUIT . Bocr; METER MAIN i+ DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY --All POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # W COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER FILE IL up, NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 4 E N Z9 On � 1 H 00 f� 3 f m 68m"y"Lo C103 ®g'�4ps a "`BNm� a eRsWwZumgV�g8g Z� at -e a �9Z C =. O .83z J V W/M R)SENG.CON ❑ ❑ z z � 0 z o z a N _ o_ _ �i z 04, -11 fy M }J w D U � O W� V) _ �+►-� U -cmv E v I' U Mo oQ Q N O Ufa I �m nwww� unu�e' FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: Lo LOU a Loti m O y I— U m J rl N 'a �.� 0 LLJ f'0 O ry-11 / /:D Lo VI Model Name / Number: 1820 ( Plan Issue Date: Thursday, April 15, 2021 KA PROJECT NUMBER: 21-39 53 Sheet: �4 Of: ELECTRICAL PLAN 1 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sil inches of venting needed equally for Intake and exhaust I OF BLOCK FIN. FLR_ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT I E.,E E LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 2868 FRENCH DOOR W' OW HEA HGT ■ 00 25 SH DEL 25 SH OF 12 6t SMOOTH DECOR TIVE RAISED BANDS ETURNS 2'-0" SEE FRO El FOR SIZE STYLE �I FIN. FLR. 12 6 6 W'OOW HEAD HGT ■ o ip 25 SH _ _ _ _ _ _ -FIN. FLR., REAR ELEVATION SCALE: 1/4" =1'-0" 11 6 SMOOTH DECORATIVE - BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE r BEARING (IR ENTRY ._TOP OF BLOCK_ _ 0 b ip FIN: FLR. LEF ELEVATION SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 4W Off RIDDE VENT 48" OFF RIDGE VENT W'DOWHEAD HGT ■ ■ w ip 33/2 SH DEL 25 SH 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" BRG. ® ENTRY TOP OF BLOCK Iml Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33ft S.F. of Area to be vented(5F). 2409s.f. Total needed for exhaust for upper 1/3. -. 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lmeal Feet of Soffit needed to meet required 105 Uneal S.F.provided by plan 205 12 s TO FIN. FLR. 0 w R ViEWED FOR CODE C09MPLIANCE T. LUCIECOUNTY OCC TOP OF ®® UUUjE ❑jUUJL�jj FILE C01 00000000 10i I 00 in DBL25SH Jul f:4 N. FLR. LUTE TEXTURED DECORATIVE 3068 DOOR W/ (2) 1068" 16' X 7' 32 PANEL RAISED BANDS CEMENTITIOUS COATING S.L. AND 16" H TRAN. ABV. OVERHEAD DOOR DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION " B" SCALE: 1/4" =1'-0" �S E ZZ O o� k•.�� ear' ,dF � °lea➢7 nit'% N v E r H to •a o H m 00 gwg 8� g $u 00 4F � 4p E�o 0g om % N �..� O�N�Z w m � m Nf 0- CL s' dl yw�.`s r1 QBX, a. rn m LL FF$2, �e Ztv0d Z W Y dry �j'e 3 �° 3 ,5851'8, 113 Him m o sT 8 ZN NV m Q g LL N G S= Fm 0 aci V1 O i � �e'A z c6D 3 � m ❑ yMW.FDBENG.CAM ❑ ❑ Z tt��jj Z 04 O a J N 04 d rr) Z.N � O CO +� w a 0 w as 1 Ln ct (% N E 00 r y 0000 � = C 0 N ri N c�t[ N ODD DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE S Job Information: it I `1 o to LLJ N „ a N a 3 _j m I- yVm ti a JW= m oom(n(n ® Model Name / Number: 1820 Plan Issue Date: Thursday, April 15, 2021 KA PROJECT NUMBER: 21-53 Sheet: --a Of ELEVATIONS SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I SHEATHING SEE"NIP/R BLOCKING" 20'-0" MAX 20'-0" MAX TB03 FOR WIND SPEEDS < 160MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 13/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS E S CS W - - - - EQ. 4 'a 4 Q e ED a Q V O d - - - "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBo4- - - - )VIDE 0 COMPLY :OMENDATIONS IATING OF- DGE DETAIL - - - - - - - - - - - - - - - - BOTTOM CHORD GABLE END BRACING @- LOP CHORD 2X4 #2 SYP 4'-0" O.C" MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. eI (SO FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51,00 4� 10 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @6" D.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3e, 3T. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOFSHEATHING: O 0 SHINGLE: 1132" EXP. 1 ('20) } ILL' 132" EXP. 1 ('zD) 1..Q. 1PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a8" x 0.113") NAILS r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1132 , SHEATHING SHALL BE FASTENED ") '��`' B WITH ASTM F1667 RSRS-03 1 Dd (2%" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=4ft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12]-[12.72] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM L6" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IS' O NAIL AT BASE 2 ROWS@ 4' O.C. wl So COMMON NAIL. © MAIL AT TOP PLATE TWO ROW$@4"O-C..1 So COMMON NAIL. © NAI L OPENING PERIMETER w/(2)ROWS 04- O.C. W1 So COMMON NAI L. O NAIL INTERIOR AT V O.C. w/ Bd COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/lad COMMIX) NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER w/lad COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & GOTT, © (2)111 NAILS (It 3-O.C.TO. EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15132° OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING 1 II II I AS REQUIRED PER I II II SECTION X-X IF NOT FULL HEIGHT SHEET - ---- _-- - © FLOOR SYSTEM NOTE: BD NAI LS FOR WALL. SHEATHING MUST BE MIN ,131"X 212'; DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y' (2} 2x TOP PLATE BEYOND 15/3TOSB EXPOSURE � SHEATHING o�$E �w N p LL � � LL .EVIALL SHEATHING 2X4 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BETWEEN FLOORFLOOR SYSTEM M VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING LOCATIONS MIN2X,I 2 SPF TURNED VERTICAL W/ 7/16- FLFTCH PLATE TO W/ (2)12d 8' SPACING "5'=NAIL 3/8" TOENAILS EA. END, NAIL RETCH 3/PLATNAIE TO VERTICAL W) (4) Sol 3/4" 1/2" g 7/2" S 6dG3"O.G STAGGERED T "Ir-_TL STAGGEREDERED S f2" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ---_- R T II II F soup zx BLOCKING III �GSHEATHING I III EDGES (SEE SECTION X-X) F I C if iI I li �I 0mp - 111 OPENING II II 11 �II- X II 11 w l C d�w =- HE III 11 .}II11 ---- IIII1II1 - '�II -.,11III I1IIII 11_ IIIIIIIIII 2x STUDS BEYOND. II11III11II11II I 1II I SEE PLAN N IIll II II 1 IIIIIIIIIIIIIIIIIIII II 111 N 1 111 - o11 ' IIII IIII I I II 1111 I I II I IIi 11 II 1 I11 II I II II I IIII II II IIII II II II I CONNECTOR SCHEDULE FOR: ADAMS HOMES 1820 ELEV0 TRUSS ID BEARING TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTE$ ' POINT UPLIFT DESIGN RATING CI -CS, CIV-CSV,EV E7V, V, L/R -307#or less HETA16/PER TRUSS MFR 1810# (9) 10d x 1-1/2 E7VP, H7, CIP,ED, H3 L/R -246#orless H10A/PER TRUSS MFR 1040# (18) 10d x 1-1/2" A01- A06, ADD, AID, D02 L/R -804#orless HETA16/HETA16" 1810#/1810# (9)10dx 1-1/2 (9) 10d x 11/2 B02 L/R -694.#or less HETAIS ]H10A 18109 10404 (9)10dX 1=1/2 - (18) 10d x 1-1/2 L/M/R 932#orless HETA161 H10A/HETA16 1810#/1040#/ - (9)10dx 1-1/2 (18)lOdx 1-1/2 1610# (9) 30d x 1-1/2 003•005 L/M/R` -6$5#oNes's -HEPA16`f HETAlb/H1OA" 1810#/1510#/ _ (9)10d x1-112 (9)10dx 1-1/2 1040# (18)10d x1-1/2 (9) 10dx1-1/2 /S07 L1M/M1R -716#br less Ell ttz)MTS12112)MT5121 1SIOt/1980#/ (28)10dx.1-112 HETA 16 1960#j1810# ", (28)Q0dk 1-1/2 ' (9) 10d x 1-112 0 10dx11 ' A08 l/M/MfR =YS69 #'or lass 1,T)HETAi6/{2)HTS'2p/(2jHTS20 1920#[Z6104/ (48)10dx WHETAIGI I 1 ,2620#F 192.04 - (48)10dx 1-1/2' ' (10110dx11/2/� TRUSS MANUFACTURER: PROBJiD QAT,EOF LAYOUT- F DATEOF 7ft)f55i,UTSHfiEiSr 4151/2(1 L=LEFT, R = RIGHT & M -MIDDLE HEARINGS . - BEARING LOCATIONS ARE REFERENCED TO THOSS MANUFAC.TURER'S TRUSS-ORA4YL NGS. ALL CONNECTORS ARE SI MPSON PRODUCTS OR TRUSS BRAC IN AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON - CONNECTOR MARK TYPE CONNECTOR a PASTE v FRAME TO MASONRY Ill HETP20 wl (B)t Odx1 0 FRAME FRAME 1I2.&gw/11(1ad NAI P RISEFRAMO Hid 2W1 HIM xOB10diTI O FRAMETO wCATOCI4)l E'13)12d1 O � T mEMBEDMENTrW(ZlAIUSANM„DN 0 r-. FRAME. TO eee eM.� WUG Wl(24)10d x l 12"(AT n, O"TION NOLDDE S)1Ze c F RAKE FRAME BRG WALLS TO 10"-O" F M 3/12 VLF 10' O" CLG 3/' 12 VLT (2 D TB15 D �2� S4 10' 0" CLG �/12 VLT 3/12 VLT 10'-0" CLG ODD SPACE 10'-O" CLG �/12 VLT 3/12 VLT 8'-0" CLG 10` 0-1 CLG C CNI 10'-O' CLG BRG. 8'-0" AFF Wa KNEEWALL T 10'-0" A B 8-4-0 TYP @ FRAMED HIP CORNER TRUSS LAYOUT 1311 SCALE: 1/4" =1'-0" ODD SPACE 8'-0" CLG 7 GOFRAME T3 Hall MASONRY W12'EMBED EPDXY OFRAMETO FGTRW(I6)1/4 MASONRY ANDQ)112'x5- FRAMETO (l)LGT2adHI)11: Ml30NRY (SEE NOTE#6 BELO CHEDULE USP-CONNECTOR SCHEDULE :Re, I SPF SYP CONNECTOR B FASTENERS I SPF I 9W OR 1610 HTA1Sw/(10HWx112'OR Islas 1870 ,". HTA20WD0)l0dx11IT Bass 1 5E5 HTTAW(10)Btl NAILS 515 585 1013 Rw1]I1 am 'TRUS6E6 9 8wTA/ B 35 1080 lERIOR SNAILS) No ISO MTW12W04P0dxI IW(ATEXTERIDR LOCATION INCLUDE (a) 12d TOENAILS) tom II95 TA. w/IR" "EPOxY 9380 3965 MIx3Ti5 W(28)1 m NALS AND War AT.R.W 'ZEMBEDMDTTWSIMPSON `fiEP'EPDXY 3330 4495 TENOR 1125 lair HlW10w/(21)IOdx11R'IATEXTERMOR 1206 BNAIL9 LOCATION INOLUDE(3)l2E7OENAILS lean .XTHRIOR 1210 26M /2)NTW20 wl(48)tOdx112'IAT EMFAIIXe 2570 SPACE LOCATIONmOwol I2droWAILS(EA) SON) iWMR, FMGT3 w/(18)tOp NAIL$ANDW6,8" A.T.R. N'MT' 10690 W12- EMBEDMENTWSIMPSON'SET" 7020 9790 Y1 EPDXY(HUGTI FOR S47LY) SCREWS 94W 4725 RFUSWC21 MWOODSCREW6 AND JI00 DR 00Li3 E03/4-x0'WEDG&8OLT J2 FRAMETO Mg90NRY/ I (2)UW2%da3)1Sd MNdsl&(14) IM"x2 UP'TITEN R PLYTRUB6) 950DM 40B0JA 07 LU3T2 W(32) MIT SINKERS &(10) 114"x3°WEOGEBOLT(2 PLYTRUSS) 3100M 310FM FRAME OR led SINKERS FOR FRMIE(EA) 3246E 37AH' OR(32) 1W SNKER6 FOR FRAMF_(FA) 3300.E 4520F QFRAMETO as MASONRY) (2) LGT3 W(24) 1l4' x3' BOB SCREWS 6(8) 118'x5"TREN(2 FLY TRUSS) 4)30M 657p-M (2) LUGT3 W(L911M' x212' WS20 016DM ]CEO-M OR(82) Sol" alOR(661 SCREWS& PIT 19'. 5' WE (2 PLY MUM) NEW FRAME 1 m SINKERS FOR FRAME (EA) lad SINKERS FOR FIRMS (EA) 7710.F O BEAMTO HWIO OFT Hol wl(18) lad 4(101 Ill GQ680 18ee Oo)tm HD410 OPT H101FWQl W BEAM MILE U#1EB5 MULE U#19M OBEAMTO HW10 OPT HUC410.1(18) TREK. Gg5pp HW10 OFT 1041aF 0(20) I1V x 9' Gal MASONRY 114-aTV&T 9)101 NAILS U41800 WEDG�T& 0104 NAILS L"M 9 SEAMTO MASONRY/ HUTS OPT ROOM w/(6)1M NAILS& (12)IWx23/4"TITENROMASJ OMINR GAUDIN HD/6OPTHU48N(R8)l0e NAILS& W625 Dal FRAME OR(12)i0d&Hat00(FORFME) War SYP-F U#1i36 $Yp#1 (12)1/4'x2TVTAPCONS(TOMPS.) OR (12) 180 & (a) I m(FOR FRAME) UAI030 SYFF U8850 SYPPA TO (2) HETAIS OFF" (2) HUA20 1820 1BR0 (2) HTAISOPT(2) HTA20 OR9NaE MASONRY1-PLY./(10)IOex1 VT OR 23� 23M I.PLYW(10) Im x 11/Y OR Iwo 2-PLYw/D2)10tl "LYw/(12)10a 2430 HTSM19 W RIJ1W NAILBAND(4) WN2114' 965 1110 HTW'MIBW(6110tl NAILSAND(4) 1/4"x13/4" j145 1226 FRAME APCONS WEDGE.BCLT O MASONRY OR HT&M20 M(10)10tl NAIl9AND (4)1/4'#1M" Be5 1110 OR HTWM20 w/(10)15INAILS AND (4)114'%10/4' TAPCONB WEO(3l 1140 1225 ©FRAMETO H10SW(8)8dxl I*' NAILS AND(2)&4IY4" MASONRY TITAN HD 780. BID TO DMZV pIAP',O 1I2-2OS WOOD OTB-R W(e)1M"%1 t2'WSl5WOOD OFRAME MASONRY SCREWSAND(U100A.T.R. EEoxieow 1835 V45 SCREWSAND(1)100A.T.R EPDXIEDW I510 1835 31MPBON" T•(BEE NOTE x41 SIMPSON'SEV ENOTE44 TO HTT6WI20)iB1#i2'NNL9 A..(11 war HTT45W128)t6tl#12' NAILSMID(1) ®FRAME . MASONRY ATR. EPDXIED w/SIMPSON"SET' 4375 SOM SM AT.R. EPOKIED W/SIMPSON Tell - 6005. IEEE NMK_ aELOW) (ME NOTEM SELOW) H1T4 W(18)t6tl#II2"NMLS AND (1)wrS HTT46 W DO lad #V1"NAILSMID(1) ©FRAMETO MASONRY AT.R. EPDXIEDW, SIMPSON'Mr 5640 4235 WV AT.R EPDXIEDW1s4MPSN"SET 4160 ISM NOTE US (SEE NOTE64 9ELOV4 O FFA FRMIC AME H105w/(24) Mat 12NAILS 785 910 LUGTI wI(23)Sdxl 112- NAILS 875 1046 OFRAME U TO HMBKTW(4) 1M'h1112' SDS1;30D We RT15M W'TIV1LIT NNL58 MASONRY SCREW6b151114°x2114'TAPCON6 no1385 1995 VGT dD5)l/4WWSWOODSCREWS& VOFRAM610 MASONRY C)SI6"2AT.R.EPDXIEDWSIMPSON"SEE' M65 4940 W 12'MIN. EMBEDMENT TO (7) VGT W(W) 114'kU' We WOOD SCREW$ OFME MASONRY 8R)dare '�SON 5170 718E T'w 12'MNE BEOMENT O FRANETO W(10).1/DS.CREWS Ho,4DS2SWOo)1I4IDSWOOD 3285 4965 MUGTT5w/(Ml0d NNL88H7T4Swl(8) FRAME SCREWS&HI6%-6ATR. 10eNL9&p)MR 4160 OFNAMF. TO a).- W(62116 W 12' NAILS& �� (2) HIT45 W(52) 1 ElIZ NAILS U FRAME 11)Ye"B AT.R(SE NOTE Y41 E� &(I) SA-0 AT.R. IBM NOTE M) 5005 119NPR4, om!Nw"nP NioT=R. 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL41 MAIN; w/(2) 12d TOENAILS. 2. ALL TRUSS TO MUM CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, UN.O ON PUN. 3. GC. MAY WE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHTSYP612•M"TOTRUSS VERTICALWEBW(2)R0WSOF10d NAILS�YO.C. STAGGPREO. 5. 1Z' MN.A.7.R. EMBEDMENT@ CMU BOND BEAM U.N.O. S.. SCAETRUSSOHORDW4'4)"2xSYPn(MATCHCHOROLUMBERSTZE)w!(2)MMIOe@PFROMEND&CO.C. STAGGERED;CENTERATOONNECTORLOCAMONAS MACH A9 POSSIBLE, AO MINIMAL CONNECTOR UNOONFRAMING PLAN 1. CONNECTION FOR ALL ROOF IFUWRTRUSSESTO MASONRY WALLB/LINTMU ICFWALLB UNO ON PLAN 2. CONNECT MAT 24°OR 02"O.G PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL 5612/830 FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLBIICF WAUAUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT W O.0 MAX W 12) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONPUCT wTJI (IF APPUCABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALUARAMS w/(2)12d TONNES DO MINIMALCONNECIORWOONFAAMINGPLAN 1. CONNECTIONMAJACKI'MSSTOWOODWALLORSEAM © MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR. CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH lad 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 ROOFTRUSS LAYOUT SHOWS TRUSS IDS, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE C.M.U. OR ICIF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO _ C.M.U. W/ 11/2" LONG T-NAILS @ 2'0" O.C. SECURE J-CHANNEL @ 12" O.C. CONIPLIANCL x SUESl -UM FASCIA CONTINUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-0" 4 n� ......... I •B`.� SE • �I \\ GCS ap i Oti I Ast C;I Fle.�eC ,c Ne *!Vy tl=A i86 IIIA4l,� L DT L M g^gy p ON ?b oro o ulC 10 e•I 00 F.lu to�ro ".s PF gc�6AD8 bM ti � �°w lVVIQmmY ao aND-Ra3g1Y"b - u DO19-e:�z 3IG PO EMM LT OIIII e1" m IL gZ"I1 .® o T2 0 .Ea2 n U 9, a wo,HEW � w NNN/.FPSENG COM ❑ ❑ ❑ IT(01 Z I%7 Z N J N n. -L Z F` J1 M O n Iri rd W (ty o y I Ul %(DO W � �-`! C ti W mo U I t�- I a Ndwo 41m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: 0 LD � T)i co 17 a a ED V-I A. J 2 Mo N F--`SQ o ^ W � 1 ED '® Model Name /Number: 1820 ® Plan Issue Date: Thursday, April 15, 2021 VT KA PROJECT NUMBER: 21-3953 Sheer: /1 Of: ROOF PLAN D LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25' LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL SILK CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB - I MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. - CONC. W/1 #5 REBAR CONT. S! SON SP4 WAS) -1Gd X 11/2 SP6 OR BPS FOR 2z6 AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 7 V 2"x#2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPOONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N-T.s. MASONRY CONNECTION DETAIL #5 REINF. 20" MIN. LAP BAR H 43 OR 04 REINFORCING �7�5. BAR #3 R #A I AP BPI ICE 25" MI N. LAP #5 STD: 90° HOOK #5 REINFORCING BAR k5 1 AP SPI I(x SCALER"=1'-0" " MiN. LAP #6 REINFORCING BAR e ORAn� #6 1 AP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2-4" 12" D.G. 1 2 z 6 1/4" X 2s/" 12" O.C. 2 2 z 8 1/4" X 2sA" 12e O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- ----- - ILINTEL a (2)2X P.T. > BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PTI, NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED. 14 USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL NTS O O u LINTEL SCHEDULE LINTEL NO. ` -LENGTH-FT. SAFE GRAVITY L D P APPLIED GRAVITY LAD (PLF)LAD SAFE UPLIFT APPLIED UPLIFT LOAD P COMPOSITE BEAM 10 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 16 -1B/1T 6" MINIMUM 2Q 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 8F16 -1B/1T ® 4'$11 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -1B/1T ® 141-0" 1002 PLF 167 PLF 559 PLF 152 PLF 8F16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -OB/1T © 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 8F16 -1B/1T I� 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -1B/1T O O O 701 ALL ELEVATIONS M AFpA4 6T lc� MX. lJ R6Ob WI' CtSAR •r. • C.M.J. ••t •; 6RWT a ; 4 b , > Re t. AT .anal 0 a.ax-�cA�T" woY H RPNGPCIx6 -!NE",dcn4 lswIWo n 11T !L NARK) e" NOIeNgL . TYPE DESIGNATION F.Flli®ur, sa., u. wne r Gu4NTRY CF Y RG.AR AT eORW151,X'F C6Nl" S1rPIC�-IS/1Tr1 I rvo"wA1 WOT J L W4NTItT OF> NGMINK Vta4M ReBM AT TOP MATERIALS 1. fcprecast lintels = 3600 psi 2. I'd prestressed lintels=6000 psi. 3. f'c grout= 3000 psi W/ mwdmgm 3/8' aggregate. 4. Concrete masonry units(CMU) per ASTM C90 e/ minimum net area W mpressive strength - 1900 psi. 5. Reber provided In precast lintel par ASTM A615 GR60. 0 Fold reber per ASTM A615 GR40 ar Gri Prestressing strand pa' ASTM A416 grade 2TO ;. mlaxntlon. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M o S, GENERAL NOTES 1. Provide full mortar head and bed jalnts. 2. Shore tilled lintels es required. 3. Installeman of Ilmel must comply with the arehlocciural and/or structuml drawings. 4. Lintels ere manufactured with &1/2" long notches at the ends accommodate vertical cell reinforcing and grading. 5. Ail Ilmels meet or exceed L/360 vertical deflection, except lintels 17'.4' and longer wth a nominal height of8' moo or ¢treed L/SgO. 6. Bottom held added rotor to be located at the bottom of the Intel ca ft. T. 7/32" dlameter wire alirups are welded to the bottom steel for mechanical andwrage. 6. Cast in -place concrete may W o ovlded In composite lintel In hou of concrete masonry uhts. 9. Sash load ratings resod on rational dea%g, analysis per ACI 318 and Act 530 10. Lintel min, depths era ca1Ntl out on lintel plan. If contractor installs a deeper Ilntet than Indicated on the plan, doing this Increases the strength of the Intel and Is approved without engineering letter. If a smaller lintel Is Installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All values posed on minimum 4" bemhg. Dkcamon: Sefs Ideals for unfilled lintels ,,.at W reduced by 20% R bearing length is lees than 611/2". Safe loads for all rec%seal lintels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specked. 4. Safe loads based on grade 40 or grade 60 held reber. S. Additional leteral load capacity can be obtalned bythe WaVinar by plovimng addl onal reinforced masonry above are precast limed 6. One #7 maker mat be substituted for two #5 rebers In 8' Ilntels only. 7. The designer rosy"shade mhafferated loads from the. seta load tables by ralWladr$ the maA.u. isolating rnomem and sheaf st doway from the face of support. & For composite lintel bag hta not shown, use safe load from na# lover helgM 9. All ado loads in units of pounds per linear foe. REVIEWED FOR BODE COMPLIANCE: T" LUCIE COUNTY BOCC PRECAST "U" LINTEL W/ 3000"] CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WfTH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R Inlo STD. 90 HOOK ANCHORS I I HOOK (7YP.1 a ". g a Ili :-� a rr • ir.. � m ] STD, SO DEGREE y B REBARN BOTH ANGLE 9000 P.SI OPENING OF OPENING U.N,O. CONC, W/1 #5 DIA TYP. BOND BEAM REBAR `,O PROVIDE KNOCK4UT. 1 ' 0 BLOCK FOR FIRST PRC P•SU. COMPLETE CMU COURSE CONC. W/1 #5 DIA. BELOW SILL &FILL SOLID REBAR ". W/ (1) 98 BAR FOR ALL " WINDOW OPENINGS S'.6" . AND LARGE INDICATES FILLED 8' z $".z 18"-LT CELL FROM FTO. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) ',. SEE FOUNDATION PLAN BEE FOUNDATION FOR LQ@ATIDNS PLAN MSO1 I BLOCK WALL REINFORCEMENT ear"BUT-T0RR S E .f '. _J -' 94 to,. d a° nc L S 1 f'il'�y Q Jb JJ®9 a f6t® v O) 7 t F m _ ICq O E nd 1- W gg$ 0 F u7 cc 1- 4 6ggxp ask Dg 6bj Jj li Fi e'er 0w , 85B m�1�$ a O_ B� pvrel o��w< g O- 1' Y3O Q mR d5W a_ i=Vma o 13 $'gypp =� = < Of E3� ® O ¢J h BE, Z ¢ OV .5 W U A S WWA'.RJSEN6.CON ❑ 11 ❑ Z J O p n z N z .d Q a N 01 z v1 M +, Mp (D0 un)of 6 Ln = � (1) t- U - C11 E - L � U ° MAv QNomm. DAMSc HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZ.E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. WDE Fj `Job Information: I� Z C eH O U7 W M /\ N m O `o °�° J N as ® JW/��/V/ M O m U) Ln / Model Name / Number: 1820 / Plan Issue Date: Thursday, April 15, 2021 / KA PROJECT NUMBER: 21.-3953 Sheet: Of'. r A D SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) "/Vx5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER f TRACK TO JAMB. ,'•7r.r�; , O /2 5 1 DIA. x 8" " 1/2" X 8" A.B. W/2„ "J" BOLTS WASHERS SET IN ; FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o L SECTIONAL n ® OVERHEAD DOOR CONT. P.T.#2 f m mmannurr°j WOOD SYP2"X6" o :,• ••r•Ifl' ,*m0 TCJRF{F °e O '�A TRIM .i •Y r: rr'•, •• , •I' r/• III rIr •. ,40 •' i1 2"x6" P.T. WOOD JAMB ? DOOR AND CONNECTION PER —� GARAGE DOOR MANUFACTURER GARAGE SLAB \� TYP. GARAGE DOOR `r,` r, . Oc° a, TRACK MOUN FN� DETAIL j°° �I rII`II % �� o = oif. a NOTE! DETAIL CD22/ S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE M S12 OVERHEAD GARAGE DOOR ATTACHMENT N.rs. CD21 ENTRY CMU COLUMN/BEAM Le " (tip 0`000. `fir to W s m rZ Q W a BLOWN IN R-30 INSULATION PER FBC AND ENERGY FORM$UBMITTED WITH�s` 'yam 3 �2§gym o O PERMIT APPLICATION PROVIDE BAFFLES = ° AT EAVES VENTED ATTICS) a M1 p BLOWN -IN R-301NSULATION PER (FOR 12 FIBERGLASS SHINGLES OR _ E J m W ,8 . °° r0 s a P FBC AND ENERGY FORM M D o 12 WITH PERMIT APPLICATION TILE ROOF PER ELEVATION SEE PLAN ( ) OVER APPROVED UNDERLAYMENT g' D a -'"„ e J I5 8 E 7 p O PROVIDE BAFFLES AT EAVES F y _ SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- .2 v § ° w .wSENGXCM ', ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. 0 OVER APPOVED UNDERLAYMENT _ ' i Z_ PER FBCR 905.1.1 OVER APA '„ ., ! TRUSS ANCHOR (SEE PLAN) Z N ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR .t �x �;�h�h ; ';� �-' SEE PLAN FOR — - — - Z c� TRUSSSES@ 24" O.C. SHTG &. FASTENERS. , , . BRG. HT. rn ., a .TRUSS ANCHOR (SEE PLAN) I (( �I FELT PAPER OR ° . v ETAL DRIP EDGE M Z } M 1 I TO BE INSTALLED ON OUTSIDE TRUSS PLATE N FACE , . ; 2X SUBFASCIA 3/4" P.T. NAILER � (TYP.) FRAME FOR BUILT-UP � � � SOFFIT. SEE ARCH. 1/2" DR ALL CORNERS min (3) 2x4 OR w w 13 " -4-METAL DRIP EDGE PLANS �I� CURTAIN NAILER f 8 x 8 x 16 K.O. 4x4 w/ 2x4 POST UNDER EA' 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. 0 6 0 I VT9n 1/2 DRYWALL 1 x 4 P.tI. p wmDOws n LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS 6" C7 c CONNEOT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ C.H. W/ (1) #5 CIA. REBAR & 3000 PSI CONCRETE AND LATH WITH FINISH O.C. , c TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. PRECAST "U" LINTEL N (TYP.) ALL SIDES /f �., \ O \ (TYP.) FRAME FOR COP- •� m -, U m N E PLANS O ,O NERS FOR NON LOAD p 8 1/2" DRYWALL SEE SCHEDULE " " y v° / u ° a v z \ BEARING SIDES NAILED f o. 0. D. _ CPS law S — 1 SEE PLAN FOR HEADER SIZE ° ° " W/ 16d NAILS @ 8 O.C. U w c 0 \ N000 r OPTION' 15132" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS (1) CENTERED EA. \ (TYP.)4 COURSE HIGH A.F.F. DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS CMU BASE FILLED W/ CONC \ / PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. r ON FILL �TBEDROOM w 4 VERTICAL RENF w TYP / ( ) / HOOKS (TYP.) HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MAILS AT 8" O.C. ALL WINDOWS. " W/ 0DO PSI " " CONC. ALL LOCATIONS PLAN AZ -Al OFCOLUMN 3000 GULFBREEZE PARKWAY N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN " & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N REVIMED FOR LOCATION OF OPENINGS IN EXTERIOR W000 WALLS. IF NO �, SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM FOR BEAM SPEC. S� ♦ Job Information: STUDS ARE REQUIRED). l & TO FRAME BELOW n ; , L.IUCOIE COUNTY NOTE; 44" MAX. SILL HGT. ON I > ,C ALL BEDROOM WINDOWS. —VINYL FRAMED WINDOW ell W/ SCREEN WINDO STOOL CEMENTT170U5 DECORATIVE " PER SPE. S n PRECAST CONC SILL I , FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 H u INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM J EXTERIOR FINISH- MORE INFORMATION). SEE TB13 . i/2' DRYWALL SUBMITTED WITH PERMIT (SEE ELEVATIONS) N 0) ON SHEET-6 APPLICATION p LD FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALLSHEATHING. 1 x Z P.T FURRING FIG. DOWEL #5 DIA. REBAR �\ 17" IN CONCRETE.- 25" O In•-' WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED i x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER ', " SIMPSON HETA20 i - cn M M a: W/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2x4 1H 3 P WITH PERMIT APPLICATION HD)wJ2"WASHER AT 32"O.C. AT32- O.C.WSU7 WOOD BASE ON FOUNDATION PLAN W/1O-10dTO COLUMN , OR 4X4 POST W/ 2X4 UNDER _0 ' ' MM -� m MIN.6"-WASHE FROM SEE WOOD BASE— FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR POST •s EACH END OF BEAM CL Z) SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB IN ORMATION F _ - TOP.OF SLAB , NOTE: 2X 4 P.T. PLATE�R4 F' L .....� O J W M o L0 ° •, BOTTOM STRAPS MUST BE ) ti- t INSTALLED ON INSIDE OF _ Model Name / Number: • GRADE GRADE COLUMN. DO NOT BEND , °�� N STRAPS UNDER PLATE. v q° 19 9 <' 1V ° 1820 + I PLACE STRAPS IN FILL ® Plan Issue Date: 7 O N 3 sEE PLAN FOR ry ' -+ , RE -BAR Q ANTI TES CELLS w/#5 REBAR r i, (TYP.)4 COURSE HIGH CMU BASE ' CCLEANOMPACTED - t„ A •. /a; FILLED w/ CONC -SEE PLAN FOR HILL ! '• SIZE. TOP OF COLUMN BASE - Thursday, April 15, 2021 _ SEE PLAN 2'-0" AFF °, i ® KA PROJECT NUMBER: SEE FOUNDATION PLAN 16" E TS FOR FTG REQUIREMENTS Q PEOUNDATION LAN ••• .=. _ 213953 Sheet: 40 Of: NOTE: DETAIL CD21 / 3-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESd NOTED OTHERWISE WS01 YP CAL WALL SECTION - 8"' CMU 3/4'p 1'-0" CD22 ENTRY CMU COLUMN BASE w FRAME ABOVE NT�. / WSA2 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-o° TYPICAL FRAMING DETAILS L lu � m W 1" iS4" 1S5 Q L� (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) 0) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED lOd ROWS OF STAGGERED 16d ROWS OF STAGGERED i6d COMMON WIRE NAILS (D=0.14N",L=3"I OR EQUAL COMMON WIRE NAILS (ONE INTO ,LH OUTSIDE FACE) COMMON WIRE NAILS EINTO EACHOUTSIDE p.0-102"L-3-12" OR EQUAL ID=0162"L311/2") OR EQUAL 1) ADJACENT NNLS ARE DRIVEN MOM 3) FOR 4-PLY, PROVIDE 1/410IA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST ILUA NATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • : FILL 1SL4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) 71 2 '21-71 7 F.F. OVERHANG-1 FOR OVERHANGS. BETWEEN 5/8" TO 1 1/2' NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2X6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C'X--DOUBLE2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48 MZ4: 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W1(4)16d TONAILS (2) ON EA. SIDE TYP. TOE. NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON: H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8tl 2 1 2" x 0.131 NAILS'. (SIM. w/ 2x6 * NOT REQ'D: WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR. DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN51OZ W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE W 8d 2 1 2" x 0.131 NAILS PTOP * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG TYPICAL �OP SPLICE TOUBLE 2x8 OP PLATE 2x4 w/ 2 ROWS OF 12CI NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA,, SIDE EACH SIDE OF .2 kBI-K'G. OPENING G.C. TO r TO O.S.B. INSTALL (3) TITEN HD. W 2 8d 5/8" x 8" EQUALY SPACED EA END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 (1) 2 >4' BUT <9' (2) (3) (2) (2) 10'-"-16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d' T EE PLAN COMMON OR WLL W/SI PPLES @ SONSP26YP.C. 24" O.C. NAILS(TYP) W/ AND BOTTOM TO TYP. GT. TOP AND BOTTOM CMU, ....LOCATION,--- z �,•4�!/// 0. .. TOENAILS EACH END TYP. 2X4 SPF CONTINUOUS BLOCKING ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE FOR "ROUND/ SQUARE• BOX HEADER EACH • CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP I Od NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) — iF * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING. WALLS WITHOUT UPLIFT N HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12' O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x *2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE EXT ATT SCH SHE ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ERIOR SHEATHING ' HED PER NAILING ' EDULE TB13 ON , ET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 OD FRAME WALL PER FBC ENERGY FORM SUBMITTED PERMIT APPLICATION , 2 X 4 SPF EN EXTERIOR WALL IS AT 16" O.C. ED TO INTERIOR SPACE) I 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL 1/2" X B. OLD FRAMING 1/2" ANCHOR BOLT ROM FACE OF BLOCK @32" O.C. TO BE FLUSH OCK FACE 8" CMU WALL AC H RdEl WO AND WIT (WH EXPOS SHE NOTE: H BACK F FOR SH WITH BL NF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1' WOOD BEAM SEE PLAN FOR SIZE ,y 'IIy �Y I a I I I I I I I I I , I , I J'I TYPICAL BLOCK — SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" D.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HEfA20's w/(12)-16d EA. TO COL. ALT:(2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. -TIE BEAM BEAM @ RAISED ENTRY MASON A L REVIEWED FOR CODE COMPLIANCE ST. LUCIE�aCOU T �f BOCC FILE COPY ,1j�yeyestT A�ej : v _j : C, Op w `e sa;$aaaat=Ta a ICON0 SO g � Lo m N €g3A Wr�m$ a � �inmo5 a . w 4 `g° S LL dHit F W y Ztiv�Rj o 1131 asa WU� Nn a Or � �mr°A InN1OmO � WMOr m d a N 6 U 2 W N t° WWW.FDSENG.COM ❑ ❑ ❑ UI z o — o a� J N r l� —N Z N WN (D m v) — @ W Ln 1n r L% —NE W L�� _- �Nov IOi acmom em ® DAMS HOMNS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZ.E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: C o LO Uj y M Ty) d) LO ei A 7 � z I-se0m a OJLJJ� M o J m V) (l� LO U_ V Model Name / Number: 1820 V Plan Issue Date: Thursday, April 15, 202.1 V KA PROJECT NUMBER: 21-3953 Sheet: 4 Of: —14 MS1.8 I RETROFIT WALL OVERHANG DETAIL N.T.S. TRANSOM DETAILAT WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS B070M CHORD LATERAL BRACING TO BE LESS THAN - ' OR EQUAL TO45° , ' MINIMUM 2"X4'. - CROSS BRACING T .•" (SEE PLAN FOR •�,.- ,,> LOCATION) �' BLOCKING , , (3) 12d PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL Eli AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPA SYP w/ (3) 12d @EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.S- T11302 TYPICAL CROSS BRACING DETAIL N.T.s. ee`Y\T11TI ppppp�p PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. .`�t.\.Q".• HAS. ��ie 2 pG n t N TRUSSES W/ (2) 12D ^ {- •'.� 9a6 ACH END TO TRUSS TOP _� • * F.. ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING .r°`�,,r f/ F L G �:\'• C- WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE peparsa1acSHEATHING G.T. ADD 2X4 ALONGSIDERIPPED 2X4 SYP #2 TOP CHORD WHEN RENAIL TO TOP CHORD TO PREVENT SHEATHIOF HIPPED TRUS5 W/ SPAN.FROM EXCEEDIHIP 12d NAILS ® 6" O.C.MAX24" SPAN (EITHEG.TSIDE OR BOTH IF REQ ROOF (2) 120 NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR gg SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING a F W PLAN r.+u RF r t mm 2X4BLOCKINGJ g,�� �,N,�a a a HIP TRUSS Duu`imz w BETWEEN TRUSSES iii6.Sl.1 _ A -A 01 N W 9 LL W N N. �e xg TB03 HIP /RIDGE BLOCKING DETAIL N.T.s• TBOA TRUSS BRACING OVERLAP DETAIL (TYP} N.T.S. IL a G a Bel Z c N O &3 CJ J N fit&€S ,-° WNNJ.R]SENG.COM , Z � Z N O Z TRUSS NOTES:, 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT — IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY N CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT M EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. (DwQ.) y 2. ALL BRACING (DB,CB,SB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. ❑ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. (..i 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUS5 DEPTH EXCEEDS STANDARD HEEL HEIGHT. U SEE TYP. TRUSS BLOCNNG DETAILS m N J SHEATHING m N E •N 3 TO 4 TRUSS ALTERNATE WN Q v0 TRUSS SPACES DIRECTION "` !WY RDS DAMS HOMES nll VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE W/ (4)12d TOP & BOTTOM OR H5 SEC N TRUSS TO JEATRUSS FLORIDA CONTRACTORS LICENSE NO- CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D PD REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE roP oOUTtLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B B TOP P ATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES w ROOF SEE PLAN SLOPE ,. PORT ST. LUCIE coNv-FRAMED RIDGE \ \ / / / ♦ Job Information: 2X4 SPF BLOCKING MAY BE NAILED W/ MIN. VERTICAL SCAE 2X6 42 _ (4)12d WHEN IT LANDS \ BETWEEN TRUSSES / L SPF 48" O.C. (4) 12d g �{+ as i� NEXT TO PRE-ENG. TRUSS / \\ 1I"wv�y'� 2x8 BLKING. NAILED @> EACH TOP & BOTTOM OR Hb OR \ @ 48" O.C. MAX. / SIDE W/ 0) 12d NAILS WHEN HCLR/LL IN CE OF (4)12d \ \ , /CODE COMPLIANCE, KHAN 8'.O0R FTFRS GREATER 2X4 SPF BRACE ST. LUCIE COUNTY B REQUIRED w/(2) I�TS12'S THAN 8' 0" \ \ / V iJ i.Y 9`E COLLAR TI iF ® 48" C,C. - NAIL w/(4) / EVERY 3 dE \ \ \ \ 12d AT EACH END & "+. SHEATHIN.�(. RAFTER \ \. ALTERNATE DIRECTION ®CC 2%4 BLOCKING BETWEEN CB BEVEL CUTS \" ".. TRUSSES W/ (2) 12d NAILS (OPTIONAL) i N IH Qa EACH END, CONT. EACH DAY If B TB 2X4 SPF W/ (2 #7X&1 2" /' / TRUSSES YO 0) pB WOOD SCREW CHUSS / / SEE PLAN ` +... V d to M ALTERNATING OR H54948"C.C. / / � O N BLOCKING PREENG. TRUSS > LO 3 bA U CONT. ROOF BREATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. ii \ \ / / SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / O _3('O ; 2X4 P.T. BLOCKING BETWEEN T6 (USP MP4) @ \ \ / / �y���+++yyy yy J t/•A ♦A L U_ DIAGONAL W000 2x8#25YP RIDGEBEAM 2'-0"ON CENTER �'�� COP ■ TRUSSES W/ (2)-12d NAILS �W AT 8'-0" TRUSS \ ,\ / 2X4 SPF BLOCKING EACH END MAX j(�(• 2X6 RAFTERS ® 2'-0"O.C. Y Y BETWEEN TRUSSES ♦ Model Name / Number: MAX. W/ (3) 12d COMMON @ 24" D.C. MAX.w/ WALL BELOW TOENAILS TO RIDGE BEAM / \ /. \ (3)12d EA. END OW.) (SEE PLANS FOR TYPE) 4 FT @ 2'-0R D.C. MAX W R SPANS/ a TODAN� SEE PLAN ST EL MASONRY COMMON TOE NAILS TO RIDG BEAM 1820 2X4 CONT. AT STEEL G WOOD ® PIan Issue Date: T & 8 CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING Thursday, April so21 SEE PLAN FOR MORE SHEATHING ♦ KA PROJECT NUMBER: INFORMATION 21'3953 or 2x4 S.Y.P. 0 16" O.C. Sheet: Of: .° 41 TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•T,s, TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS ri iH C THERMA-TRU INSTALLATION \NEEMEEMEE KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS: 61, SPA EVE N. 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE )A IE m Y G1 C SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-04111 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O I TOP OF SLAB Do f If- Ir I ° _° v ° 16" MIN. DIAMETER !' I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 31, SPACE EVENLY N SEALANT U NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. a PER SHINGLE Uad" A;`oP X \rid CaU/\1EIL 5 V. — s to use In 5thNut ems about 1/2" H dtlVp edge la uaetl, or about 3/4" If re drip edge is Used. -------------- SHINGLE INSTALLATION GUIDE 19052.9.5 DRIP EDGE 'ROVIDE DEEP EDGE AT EAVES AND GABLES DF MINGLE ROOK. OVERLAP TO BE A MINIMUM )F 31n pecml. EWE DRIP EDGES SHALL [%TEND Ain BELOW SHEATHING AND MEND BACK ON THE IMF A MINIMUM BE Z.. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INET&LED EITHER )VER OR UNDER THE UNDERLAYMENT. AF INSTALLED TVER THE UNDEFLAYMENT, THERE SHALL BE A MINIMUM 41n W OTH OF ROOF CEMENT INSTALLED JVER THE DRIP EDC£ FLANGE. DRIP EDGE SHALL BE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING FXTER. WALL FINISH AND LOCATIONS) MINIMUM OF 6G DOVE S" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES FLASHING CONT.t w / FLASHING DETAILS �� 8" HORM NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET �/ KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MINA" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" X 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY \ JAMB MIN, 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SWATi"aw BY OTHERS CAUi iC BETWEEN IN ASiHEATHM& ExTi i R FINISH BY OTHERS 737rjT 3ErR". BY OTHERS O.A. VVINDOW/ HEIGHT 1 1/2" MIN. EMBEDMENT — 49 WOOD SCREW ,. WV A11SAJ EDGE DISTANCE Viol MAX. SHIM SPACE Lxm; 4ot INTERIOR f I TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Mandmum Faekner Spacing (Jambs, Had and Sill) a: xtg� Screws Handling Fin Edarwr Rsed VISA, 1Mrdow of J Wall Framing:` x2SpruGNPiENNFk or Dew Silicone ag 2" _ Screw So"IN Minimum peastraaon 1-3/B^ voaalgeeaa Cross Section View Exterimsheathing z Of thaw Remy, Rep 1 Measure to be slue the opening is 3/8" to 112" larger than the window are both vertleaity, and horamtally. 0 You may wish to pre-dlfN the astalladon (roles in the 6n at this time. Me A*eholesAD me mountlog, tin as &W arena Sep 2 Apply a generate Dead of silicerie to the backside of the mwnang fen, Use enough silkunle a Sufficiently AN all vibe between me fen and the wall sheathing, Step 3 treat the window Into IN opening from the outside. The window Is labeled "inside and "outilde", but BE these labels lave been removed, the glazi beed should always be to the Inside of IN building. Sep 4. final shims under ale sill, adjusting then undo the unit is plant, In are opening. Shims should be aealad under the sill every 2 feet. The wMtlmv should be basically centered in Me opening with m in= Lean i/9" gap between the window and wall framing. Step 6. Instill a x10 x 1-1/2". crew 4" rem me career of the On at each end W fire load sill and both fat Step 6 Install the renainirg fasteners in 0" increments flown the carer screws to the a rater of ash name member. Use cam not to over - tighten the screwsand pull them through the fin. Also, crake sure the screws go in straight and do not muse and frame to how. Wait framing should be a minimum of x2 Spnuce/POSSFIr, Fastraim 9muld be x10 screws of sulhcienitlength to achieve 1416 bon fmo that wain and no less than 1/2" Iran edge of framing. Fashne "'Mo0tles needed In ends side oP frame tnadiieveN Le dfFrame Nlenlber 10" 19' 26" 34° 42" 30" 58" 66" 79" 92" g0" 9a" Numberof Fasteners 1 2 1 3 1 9 1 3 1 6 1 7 1 a 1 9 1 16 1 11 1 12 1 13 Step 7 Remote acess sdkone" our them sound the On and Inspect Wholes a weds. UsesIlloonettfillanyvOlds. se E If desired, a foam insuaaon an be applied to the Manor gap between the window and wall taming. if applied, Uesmunbe Ne NON EXPANDING MPE FOAM, Step 9 Since them windows are typically used in rooms wath high moMure, le; bathrooms, I Is recommended that the lmerla gap between Oro window and wall framing also be sealed with silkone and WW w as not to Interfere with tie Installation of wallboard, the Or men, Rep 10 Once all mnstructbols complete, remove the bubble wrap from the inside and outside of the window. If neareary, clean DM Wake win a mild det l errand warm water THIS a soft doth. Failure to follow these procedures will void any and all warranties. I 0 'TOR JPf r w b"I _J , if^0 eH• N: ',, 710i)1f bV DA Is Is gf e ,xsI �JJt dJJa m Z ILI JE Product Approval Submittal Affidavit Hlitju ate a ot W N2 y0- o �E '€2=i$ Z 2O $m.b .g5 Building Address: Contractor: �Da m ° a Building Permit: y g a� 68 GO K Product Design Manufacture Model # Attachment Approval # 1.21� W J Pressures Method �'a �.N WW1w.FDSENG:cOM ❑ ❑ Roofing: - 0 1st Choice COUNTY APP. TKO industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL3o31o.1 E a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. "'' z $ 10 W/ 3/8" MIN PENETRATION THRU SHEATHING Q ROOFING VENTS'. DADS Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALMNIZED RING SHANK ROOFING NAIL, n COUNTY APP. Products Inc. even " 1" FROM TYPICAL MAX,FL21580.1 R-2 z a ROOFING UNDERLAYMENT: )Q) TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND `w 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328 R9 U R906.1.1 Q ` w c Overhead Garage Doors: CID 53W5 U = N E I '--- 1st Choice +30.0/-30.0 CLOPAY 16 x 7 2"x8" P.T. WOOD JAMB WITH FL16546.8 F t o 6 +30.0 32.0 CLOPAY 53W5 (5) 1/2" DIA. x 8" "J" BOLTS FL15279.84 t -5 k 2nd Choice / ax7 . 8p v Swing Doors: ` o ICI " d(.N 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3' FL20461.11 C UA FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 f • • +67.0/-67.0 THERMA TRU-CORP. SOUL) AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 V �'+• QA 'gOMICS FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM �w�IIJaJyn r�� 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRORU FL152152 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: ZSt Choice Alum. Inc reed MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E Alum. reinforced I Choice � Job Information: Windows, +40/-50 MI WINDOWS $540 SERIES in) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE ONS V TAPCON FL 17676.9 1st Choice Single Hun (fin) ANCHOR WITH MIN, IA"ATE EMBED, TO ALL FACTORY DESIGNATIONS SN���RH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAP/CON SHOULD BE FILLED W/ #8 SDREWS +40/-50 MI WINDOWS Single Hu (flange) FOR INSTALLATION ON THROUGHIDE SUCK USE u#8 WOOD SCREWOOFBUCK. FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIESg (fln) SUFFlEINT LENGTH TO ACHIEVE 1Ve" INCH MINIMUM EMBEDMENT FL17676.2 Single HunIN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES SingleFL17894-4 Hung (finless) frame Mullions: My 19" Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 C `i 1st Choice MI WINDOWS Mulllon 316"TAPCON ANCHOR WITH SUFFICIENTLENGTH TO ACHIEVER M LO PA-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 UJI N .+ CI Mullion EDGE DISTANCE ''""''�� fA M Fixed Glass: ® LO � 3 +50.�0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 1st Choice WITH MIN. IA"1" EMBED. TO ALL FACTORY DESIGNATIONS WITHLL HOLES N07 DESIGNATED FOR TAPICON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE F ��' ® 5/8" MIN. EMBED. INTO WOOD BUCK. _I W V J ( J LO Soffit: ® Model Name / Number: +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center In cilrection FL16503.4 R5 1st Choice of length 1820 Plygem / Variform Plygem Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard vinyl staples solid 144 vented' 145 FL12194.2 V1 Plan Issue Date: Hurricane Panels: Thursday, April 15, 2021 1st Cho a Dade County App. SHUTTERE& GLASS Storm Panels 24 GA. STORM PANELS FL16293 R3V KA PROJECT NUMBER: I have reviewed the above components of cladding and have approvt'd their 21-3953 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FL # 56126 Sheet: S—r- of: Name: Luis Pablo Torres Certification Number: FL # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER envelope General. Exterior walls shall provide theSection building with aweather-resistant exterior wall envelope. The exterior wall DOO ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. • WEATHER WINDOW UNIT RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed to a manner that prevents the BARRIER WOOD FRAME GONSTR SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 4"'l"B TAPE s EXTERIOR SELF -ADHERED FLASHING ADHI SI D OF CONSTR. SELF ®A D HI E R E D F LAS H I N G SHEATHING BY LAPPING DOWN - TO BE APPLIED UNDER 0 3 In : 12.0 In required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESH LD.OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 WALL BY BIN. UP JAMB " USE WEATHER NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS Type pp pp g w�F""�Foww"ov,l UPJAM L WEATHER PROOF CAULKING for T e 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be Installed in accordance with the WEATHER S LF-ADHERED FLASHING /� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.18 asphalt felt or other approved water -resistive RESISITIVE / CEMT. FIN:. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS f( _ PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described in Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where SELF -ADHERED FLASHING ' applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS Detail Instructions. provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RI JOIst to the water -resistive barrier is directed between the layers. Refer to the number marked as ® in each detail that corresponds to the resistive barrier above header to allow for flashing installation BUILDING numbered Items In the list Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier t t PAPER 1. Install self -adhered flashing in order as shown by numbers absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and O O 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape o 0 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NT5 SELF -ADHERED FLASHING embedded in the adhesive layer) -for ease of installation and to rr(jnimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING `n,D ®� scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W®1 EXTERIOR DOOR WITH DECK - SECTION A Y Y 1 ®� CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM=81., EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) extetriorr wallsA 812, rshall comply other ry d withAAMA714. The andard as flashinriate g shallr the text extend to the surfacype of sealant. e the exteriors wall finish. Approved lied membranes used as flashing rD 4a®'*a 0 tT0 rr •F d��s 3/4"-1"BEAD OF CONSTR: ADHESIVE g EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT 6. Fold a3 shown by BrYOWS flashings shall be installed at the following locations: -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle Of comer may VB adjust folding of the flashing accordingly t0 fit THRESHOLD OF DOOR AND RETURN FLASHING SEE SELF -ADHERED FLASHING g y very, j g g g y UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 Comer ' a L? :� �2) REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the `7 . • : �. 8, Mechanically fasten a6 necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL SCORED _ N r COMPATIBILITY RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing a4 exterior window and door openings shall be installed a v p W mod„ in accordance with one or more of the following: ,yL',, � C 04. (BEFORE FOLDING, SCORE SELF -ADHERED SELF -ADHERED FLASHING, �'" REIEASEPAPER TOEMSE IA The fenestration manufacturer's installation and flashinginstructions or fora applications not addressed in the �e •OAI'' , ��'� � � •+ EXTEND A MINIMUM W ADHESNEAS SHOWN) ' PP ✓� rt .,`•' FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. 47 �' THRESHOLD ^ MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to V/ rB fast yti i. yV� a NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection � SECTIONA at the head and sides. ,n (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. F SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING O' WDMA 300 or FMA/AAMA/WDMA 400. 2 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING rJ projecting lips on both sides under stucco copings. NAILING FLANGE 1 - I 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS t 6 i o 4. Continuously above all projecting wood trim. UNDERDECKING ffi n BOTTOM NAILING 8 8 7 �.s (SEE DETAIL WP07) FLANGE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. HE u5'� W W G. At wall and roof intersections. G g # SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING �� a8 d w ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At bout -In gutters. ej �N� w a HALF Ada m �9 a $ gs a WSLL= W Cn 00 Q 3 0 Y SELF -ADHERED FLASHING y, 'i g SS O 3 DECK PROTECTOR ., "`t'•',`r`,� x..� s N m m "J' _ SHEATHING ,M+.' Cement Plaster t s& iv d " a6 Z 7/8M < a in accordance with in a Cement Plaster n 0 --_ ---_ _ d in accordance with 0 Fesl backed metal Felt backed metal CON) FLASHING PATCH SELF -ADHERED 12 'T WWW.FDSENG � ". SELF -ADHERED FLASHING Ith ASTMC1063 TMC10 lathe in accordance lathe in accordance C7 w' with AS 63 ODECK PROTECTR ~ jr "" Building Paper Building Paper 4 1 7/16" O.S. . t: B 1 DO 1 I sheathing O.S.B. 4. - DOUBLE Sheathing ��. sheathing - m I SINGLE JOIST '� Metal Z. M ,. � � Keep top edge to c� M JOIST Flashing SELF -ADHERED FLASHING • ' ' u �� .� � Of Weep screed re block below top of \ SELF -ADHERE DFLASHING � t ' - block 3 1/2" 3"MIN 2 Unperforated O w Vulcum Flange 7/8" cauk bottom Nil = m O 5 «� MetaoFlashing - - E Weep Screed j y U - -, Malntaln w M ro o •I 1 Bottom of 3-1/2' Unperforated is Y o SELF -ADHERED FLASHING SELF -ADHERED FLASHING �� APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ / Weep Screed Flange 7/8" Weep Screed U o of \H0.$362x;DECK JOIST D07 OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE ��9 1 1/2" t0 2" INSTALLATION OF THE BUCKIRECEPTOR. • v Above Roof 1/2" Cemenihlous Sheathing Decorative Finish DAMS HOMES o • .•o. All inside and AV VOutside Corner Will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 9• EXTERIOR WIN OW (UNIT need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all GULFBREEZE, FLORIDA 32563 butt joints need to BUILDING PAPER in accordance 9•$• 4'' becaulked using DIVISION LOCATION: SLOE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3i :12.0in 0.3in: 12.0in overwood2nd PORT ST. Ll1CIE 0.3 in: 12.0 in (0.6 m `. 30.5 Cm) (0.6 cm: 30.5 cm) floor ♦ Job Information: T. . is .•'IE COUNTY SELF -ADHERED FLASHING RCCC WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH NAI �- 1/2" Cement Plaster Fini sh IV T 0 SELF -ADHERED FLASHING - - c in a rn BlockUJI WIRE LATI�' 2 1/2" Perforated 0 m o. Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement °' ScrrILE COS coPlaster 0 r- oHver block ' . ®.'I LL l D M o 1 at floor J frI Y) 0 LO LL EXTERIOR WINDOW UNIT CEMif. FIN. Install bottom ® Model Name / Nurnber: Slab edge of weep screed 1" below 18.20 finish floor Plan Issue Date: Thursday, April 15, 2021 PTI O ®AL DETAIL KA PROJECT NUMBER: 3 3 Note: The building paper and metal lath 21-3953 --- --- -- must be installed over the top of WEEP SCREEDDETAILSneA: W SELF -ADHERED FLASHING SELF -ADHERED FLASHING "� SELF -ADHERED FLASHING SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD 1 CEMT. FINISH WINDOWSILL 1 1 CEMT. FINISH PARAPET WALL the weep screed. WATERPROOF DETAILS 25 .SIT 25 .SIT 1 ----- ---- -- PRECAST BOTTOM Cw 6' 8' - EGRESS EGRESS BEDROOM 2 OWNER'S BLDRFZM V OLTED CEILING VAULT CEILING VAULTED CEILING 150 5" bath duct _,,, 14x8 w 2x1 o to roof cap DBL 25 SH D� w standard 70 5. ��_'.:. - ,� 2a68 ' CHANGE TO 25 SH �, 2'-O" �� x 14x8 1wcd 200 cfm bath fan R;15H n 10 w/ F R OPTION , �> -- 16x16 rag N � bx16 rag BATH 1 - 8x4 1w d" 14 DETAIL DETAIL 14 rag —} 5» bath duct r FAMILY ROOM L8„ - 8,. 10' CEILING M� to r oof cc p - x6 WALL 14x8 lwcd W.I.C. w/ standard 70 VTR 170 0' GLG x4 1wcd\ \ cfm bath fan 10x10 rag 5 BEDROOM 8„ I - 10x6 1wcd 10x6 1wcd 7 0 45 } 5. fl 70 - �4,_O, 3,_5., ��. N w 6„ 14" o OWNER z J= BATH as FAULTED CLG. o °- 5068Ow 9 8 CLG I I WC 24x18 fb g / 8„ DINING ROOM �' ITCHEN E VAULTED CEILING v uLTeD CLG. 14x8 1wcd N 4" dryer duct N 12x6_lwcd 7 150 N to roof cap 0 150 x 4°w/dryer vent box - VERIFY s LOCATION / I W1 BUILDER a VAULTED CLG: „ rag A.. -,ICJ` g 9 12x12 /10' -G. 8 4 wod N N Q- N a � _ 7 40 12x12 ra FOYER 2568 co STEP N \ o 1C' CEILING _ W.H. 1 PULL DN STAIRS v 0 O U �. �10 . N � e� 0 S c, W 0 W W Ljj BEDROOM-0 - ' m 42X42 A/C SLAB 12x6 1 wcd / 3068 BY B LD R M l N 170 W/(2) 12" S.L. 2 CAR GARAGE w 8' CEILING 2' FROM WALL z 0 O ENTR I 20. G., >C2l w EGRESS �; V ). E —\10' cEiuvc CODE C, 1 LIAW _ BM3j �i ry LINE OF GARAGE DOOR GT. L COUNUN O OQ_� 3.0 TON W/5KW 0240V 1PH Q J CV 11803 plen 00form by Z_� G.T AREA CALCULATIONS < ONO z N bldY 1st FLOOR 1820 S.F- ® w� \ 16x 7 OVERHEAD DOOR \ \ NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED TOTAL LIVING (AC). 1820 S.F. 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS - LJJ • • Z GARAGE 396. S.F. 7 Q Transfer acts sgrills sized d g Cod an Ce COVERED ENTRY (BASE) 56 S.F. `� L m Lu with Flori a Residential Building Code M1602.4 COVERED PATIO/LANAI 137 S.F. FILE CO — f ~ balanced return air. Z � O D Q of EXCEPTIONS 1-3 TOTAL AREA UNDER ROOF 2409 S.F FLOOR PI�,gN ma_ -j(n®® SCALE'. 1/4" _1r_O,; ALL ELEVATIONS R a tin g Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. —