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TERMITE SPECIFICATIONS: iTRUCTURAL NOTES: STRUCTURAIL DESIGN CRITERIA INDEX OF DRAWINGS R31SA CAST IN PLACE CONCRETE CODE CRITERIA SHT N0: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1 ALL CONCRETE SHALL HAVE A NIMUM MI CO PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, MPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. I FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. BUILDING CODE ACCESSIBILITYOD7 7TH EDITION (2020) RESIDENTIAL FLORIDAFLORI H EDITION020) CONTROL COMPANY THAT CONTAINS THE FOLLOWING. STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 'OR 1.1/2" TO FORM U.N.O. NATIONAL ELECTRICAL CODES (NEC & 7TH Ch.IDENT NFPA,TREATMENT FOR THE PREVENTION OF SUBTERRANEAN. TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITH' BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASI A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI.530-13) OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS OP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BLOC-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 201E EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FO0 ING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 A APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING�ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFIENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL, 8. WHERE PROJECT TO BE LOCATED KNOWN RADON GAS PREVALENT AREAS, APPENDIX " F OF THE FT BUILDING CODE IS 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. . T BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 F.B.I..5.1. THEREFORE, ANY AND ALL NOTES ON THE - AND ALL NOT S ON THEE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. TH DRAWINGS AND CAPPLIICANL IN ACCORDANCE SHALL FALLLITHE LTHEO EXTERIOR COVERING MASONRY WALL CONST. REQUIREMENTS ORK NTH FOLLOWING WHERE R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSVVF (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI(fm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C47610 ITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 2SIAYS DEFLECTION CRITERIA R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASON Y INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED WITH 11/2- LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2". LONG, 16 GAGE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR.OFT, ROOF RAFTERS LL/180 TL/120 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 R703.7.2 PLASTER. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH. STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE LOW OF FLOOR I -JOIST*** LL/480 TL/240 MAX 2" UP TO 40FT SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRAOOR **TL TL MAX 3/4" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. ** * TL MAX 1/2" FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS, PER CODE ACI 318-14. TOTAL THICKNESS IS AS SET IN TABLE R702A(1). 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING 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 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED'FOR DRY USE ONLY (MOISTURECONTENT 19% OR LESS), U.N.O. AL WATERPROOFING AND 0 0 0 INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* O (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH'�AT. HAVE HOLES IN THE CENTER OF THE STUD UP TO J." DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 SD TOTAL (PSF) 37 37 45 55 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING ALINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, BOTTOM CHORD LL (OPT) ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. D07 SODIUM BORATE ISM DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT. CONTACT. WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, (NON-CONCURRENT)INCHES. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E FlD =2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE. EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD GC/GD,.EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED SHEATHING SHALL FINISH GENERAL FLOOR LOADING R70 .4 FLASHING. 3 FLAS G (48/24) FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING:? 16" STRUCTURALIO B S EXPOSURE 1 OR 15 32" RATED OSB EXPOSURE 1 / R R TOP CHORD LL 40 (PSF) COMMMENTS:. APPROVED METAL FLASHING, VINYL FLASHING, SELRADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED 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 DETAI LS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 1aNN LO TO)3 ++++i • `S iy N0 F E e, `O +''pa 10NPa mmmlll r11I1'\ � m a 0 to LO JI � B A gig i;:} �i o~D wr N - 2 W AS c �. M r SHALL BEIAPPLIED ACCORDAN E NTH THE MANUFACTURER'S RESISTANT. RUCTIONS. A MEMSHIINNG SHALLBEAPPLIED FLASHING TOP OTTOM CHORD LL 10 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES � ���� m ���� a a 3 INSTRUCTIONS. ALL FLASHING PRE ENGINEERED WOOD TRUSSES Bo c a1 a gg� m IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) LL u5 9 = 5 d w 4 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN gE g o PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH 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 _ 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. W m 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 It Z a 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 TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) D ® o: co 8TO 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) g'J s$ W y 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)g ww.wsrrvs.co ❑ ❑ Cl • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • INTERSECTIONS OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES ROOMS 60 (PSF) U �_ • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED'�.BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) • 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 ® HANDRAILS (d) 200 (PSF) Z N g CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 6 • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) N • 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)` UPLIFT CONNECTORS FOOTNOTES „I 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. a J "n TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARII`§�G WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A Tt3 p E INFO. NO NEEED 0 HAVE CONNECTORS APPLIED, PLEASE Cga) ORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS AN AN AREA EQUAL TO 1 SQ. FT. U W Q w �)tn C FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 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 TO BE LOAD BEARING" SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these - - - w s o ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON i 2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. / 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN. Professionals clear information, Every attempt has been made to _ m " 2. FOR MISSED VERT. DOWELS, DRILL A 3/W DIAMETER .HOLE 61:' DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c g o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDME EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THEMFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to a cli B ago `.. INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS OMB 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO Be CONT. construction. All construction MUST be in accordance to the TO FOOTLING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 34"x 21A" 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 UCENSE NO, CRC1330146 MASONRY AND (7y10d NAILS TO TRUSS FOR UPLIFTS SS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEM NT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMi. W/ (4) 1/4" x 1.1/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR'. ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION.. DIVISION LOCATION: CODE REFERENCESARESUMMARIESOFCODESECTIONS. PORT ST• LUCIE 5. IF MISSED, "NAILSMSTAM36 D /8" A NCH STRAP IS MISSED R 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALLGEDISTANCE. SIMPSON NCE. w/ TA SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE 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 ® I Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUDLOCATIONS. MASTER REVISIONS '2 P7 p`�3 DATE DESCRIPTION REVIEWED OR CODE COMPLIANCE IL 11 ff)LDAMS HOME3. LUCIE COUNTY Z 0 SOCC` LU Of Northwest Florida® /23 �Z( > 0ca 7�J J N z F-iUm N � J M U) U) Model Name / Number: 000 GULFBREEZE PARKWAY GULFBREEZE, FLO ED►A 3256j 1820 ILG CCI��r ® Plan Issue Date: r Monday, January 11, 2021 0 KA PROJECT NUMBER: MCIDEL 1820 20-9755 Sheet: w Of, COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT t 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® bO (+} 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O O 50 (+) 24.8 (+) 24.8 (-) 1 27.1 (-) 31.1 Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 '. . DIAGRAM GARAGE DOORS* SOFFIT 9'4" x 7'-0" 16'-O" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 j- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a"= END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. S. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. I-) 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. 8.1 GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR 'I VARIES F.F. LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN FF- MASONRY ®ELEV. 0'-0 , ' • ,�- - - _ _ 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. a ; OF FIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE • -�� "` CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 ',J� x'--` "` " FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL NSQUEEN VAPOR V ' x BARRIER & TREATED FOR TERMITES. Z N ( 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 P51 CONC- FROM FTR. TO a • • - o REINF. C4 - W 3 - A5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED Fi( SEE PLAN : ;►", ; DOWELS 17" EMBEDMENT W/ 25` EXT. ABOVE SLAB. (2) #5 REBAR ,'; " (2) # 5 REBAR 16" q CON LT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECE SING DOOR SILLS OR SLIDING GLASS DOOR SILLS. $HALL SLOPE I/12"PER FOOT AWAY FROM HOUSE 5 � TOR PLAN. U.N..ON PLAN. FMO1 SINGLE STORY FIG 1/r'=r-D" FM02 SECTION @ GARAGE 1/z"=1'-0" 6 NO WOOD STAKES PERMITTED IN FOUNDATION,. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOLL I. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. ILIL SEE PLAN F S ALL FYOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE _F SECT DNS R403.1.4.1 THROUGH R403:1.4.2. . --�= .• 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT ro THROUGH SLAB 8" 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY REBAR CONT. C 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000: PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557( MODIFIED PROCTOR ) IN FM03 THICKENED EDGE 1/2" = 1'-0" = 1'4 EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (") SLOPE MAY VARY 24" MAXIMUM DEPTH. I BEAR)NG CAPACITY OF 2DOOPSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I I GAR. FIN. FLR. 4. ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE Ri , 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2". EXP W/ (3) • #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 SECTION @ GAR DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3 - #5 CON�T. FOR MORE INFORMATION) SEE PLAN, 8" 4" 4" 16" 4 24#5 REBAR FM11 STEP DOWN BRG. 1/2"=1'-0" FM12 STEP DOWN NON BRG. SEE PLAN OPFIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" c ELEV. WITH CURB 13AR N (1) #5 BAR CONT. �� (G.0 VERIFY). � '�•., I I f F. REINF. g b r' ',. MARK SIZE DEFTH REINFORCING CAP.71be RI 0 1'-0" X CONT. 2'-0' X 2'-0" 2'-6" X 2'6" 3'-0" X X-0" 1'-01. 1'-0" 1'-0" 1'-0" 2 #5 E.W. WT. 3 #5 E.W. BOT. 3 #6 E.W, SOT. 4 #5 E.W. ROT. 2000 7200 11000 158W F2.0 F2.5 F3.0 3'-6"X3'-6". 1'-0' 4#5 E.W. SOT. 21500 F4.0 4'0" X 4'-0" 4'-6" X 4'-B" V-0" X 5'-0" 0'-0" X 01•0" 1'-0" V-4" V.4" V-4' 5 #5 E.W. BOT. 5 #5 E.W. ROT. 6 #5 E.W. SOT. 7 #5 E.W. ROT. 28000 345DO 42WO BS600 F4.6 F5.0 1/2" =1%0" T EE PLAN YP. SEC. 1 p >•: (SEE PLAN) � 2 #5 CONT. INSTALL LINING �. �' ,y 2 #5 BENT BARS W/ MATERIALS PER y N MIN. 25" LAP SPLICE LEGEND Q - INDICATES SINGLE•STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING FBC-R P2709.2 �• MUDDED FLR. SLOPED TO DRAIN Ilk 16 #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1•-D" FM1S TYP. STEP FTG. DETAIL 1/2" = r-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. SEE FN FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5X25'X25" N CORNER BAR ONE E FOR EA. HORIZ. REBAR, TYP. U.N.O. N (2)#5 REBAR 1s" A/C CHASE 2 STORY: 20 X 10" 4" PVC SLEEVE. W/(3j- #5 CONT. THRU FOOTING FM191 TYP. CORNER BAR DETAIL I 1-i/2"=r-o" FM23 I TYP. FND PENETRATION 1 1/2"=r-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. .MAXIMUM F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 101. 16" 20" W/ (2) #5 BARS <674# 6'.8" >2'-0",3'4" 10" 1011 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12' 12.1 32" V. W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'�" 16" 16" q8" qg• W/ (5) #5 BARS CONT. &.#5 018" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL N(1TFS• SEE CHART ABV..MAX• F.C. SPACING (O.C.) P W.W.M. TO BE TIED TO #6 CONf.REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERFICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" n " <° (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B n FIN GRADE 8' MIN. + TO TOP OF STRIP FIG. COMPACTED CLEAN FILL IN MAX 12" UFTS STRIP FTG. W/ QTY OF K 13"MIN, COVER d REINF. PER SCHEDULE (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" RBERMESH CAN NOT BE USED AND VERT, F.C. ABV. ROM #4 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 #y 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" hx TALL (TYPICAL ALL CORNERS) 16" C. 6.IFSTEMWALL 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 S. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS oc 13- 4' 0" 12' 10" 4" 3110. 4' 0" Q 4 TYP. @ CORNERS 1 I I 1 HOSE BIB6 3 I ' FM11 i FM11 i ' to a IU w ; , Z ■ F2.5 ao I ' ' "•I , 1 STEP ON. 4" , co 1 m 1 I 1 t0 ■ I N ' ' , I O I , FM11 I ` 3 TUB ; ■ ; W.C. i UNIT; i; ' ryO, Q7 LAV. Corr "F 7 LAV Ky` o 1I IL g aTG 1 y id l�11t,� L J r, --TvLAV ZD o ■ u # N 11' 8" \ ' O T W.C. , ■ ' 1 �i '''' ��♦ 1 (f•,A V ' ■ r`o TUB S,'kYLES VARIER I O ; I ' I VERIF4 DRAIN „I p LOC�T+ON , I , a v' F.G.SHIM L - JIt `` 2' 2- 12'10-------- 24' 8" _ I , I 1 12' 1.1 1 o PROVIDE CHASE ; 1 FOR HVAC UNIT I VERIFY LOCATION ; 0 7' 0„ 3' 0„ o ' FM 1 COMP. UNIT I 3 1 ilh I �w'I rr - n O/ FM01 ' 3 , �I I' ' I WASH -__ I 1 7 �a�,pp ggry-9 EMk Lr'9P ■ ■ rl , V ip a"+ , tDkl co �.MIH. `,------- ________ STEP DN. 4" ; 12 ' FM11 ' r- `y F2.5. p 00 m , I W Z I I , I Q FM02 a S ; STEP ON. 51A 3 6' 4" o , '------- ---I------------ ------- -- -' `------------------------ '--`,-'- co , I I PY , 3, B.. ,, D„ a I F2.5 __. I ■ ' I 4" 00 HOSE , ; 3 F2.5 � I FM09 FD 3 ;ib 0 BIBS ------------------- 3 FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS T fill 040 RR *£0F - Ff OP.•' tq FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: O Z c L0 W C L0 � M o 4i z 1-�Um N OJLuZ) M o _I 00 U) U) LO J VI Model Name / Number: 1820 ® Plan IsSue Date: Monday, January 11, 2021 ® KA PROJECT NUMBER: 20-9755 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE =. 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL m � " 2x6 WALL (FLOOR TO CEILING) 2'-8` USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIER1 N.T.S.I 1 1/2" VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR INSTALL FAN BOX PREWIRE WE, GFI / INSTALL FAN - - - - - ------------ - BOX PREWIREI" � '` I� \ I ti al HOSE BIBB' I^( INSTALL FAN OX PREWIRE J' n/ 1 CM u� I I " 1 w II . GFI FI I I II J o 0 0 I I ' L--- ---------- ---- -- -- - FAN , INSTALL FAN PREWIRE I ,1 BOX PREWIRE IAI ' E , I I NNE I GFI GFI , I GFI GFl - ------------�GU Q- - ISP /. 220 �I----- --- --- HOOD MICRO/ FOR D/W ` 1 ,I, 1 I I GFI / CEN. OF WALL o ' z I 1 I T - w VERIFY - - LOCATIONWP I IN I� (D SCONNET 220 GR I I T�-,I GFI \ GFI r .., LM f 1 1 av P \ 20 GFI-el - - ELECTRICAL W.H. /42" AFF PANEL w gg IATTIC ELECTRIC _ \ _ x N / IF REQ'D BY CODE / / . i -INSTALL FAN w BOX PREWIRE / /' z ' z Z 4W Qv , /�� , • I 1 w ❑ µµ�� y / DOOR I 2 w _J> _ _ _ / , / / BELL I I1♦ T _ om w GFI GFI GFI @ {}T-} , WP I In 42" AFF GFI dt a 2 FOR GARAGE ' w tg p §j FOR GARAGE DOOR OPENER , n Z p l, W m DOOR OPENER ------------------------------------------------- „ „ G91® COACH 49„ A I I , LIGHT HOSE BIBB COACH `�---- ----------------------COACT LIGHT - — COACH LIGHT LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION. FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 22.7 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 NFPA 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/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY ANATIONALLY 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 OFTHE 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. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH JT/\\ FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE n n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE e CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET I= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW GG�1NGi- BATH FAN W/ LIGHT I C INTtkCOISYS€RA F i GAKA`G ' 6 w ` ® L.E,D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE IVERIFY... FINALAMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICALCONTRACTOR 200 AMP SERVICE t = 210 COPPER OR 41D ALUMN. IN 2" CONDUIT METER A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY#1 IGHTS AND OUTLETS #Il1�ES AND GFI # 1 C R TO WATER HEATER # 8COPPER TO RANGE INTERSYSTEM# 8TO HVAC BONDING TERMINATION RE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O Z a 0) WO N � 0) 00 M 110 a J N OL 0 J L1//'J :D (i l0 `o L� BJ Im w V J ♦ Model Name/ Number: 1820 ♦ Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9755 Sheet: 4 Of: ELECTRICAL PLAN BEARING O ENTRY _ TOP OF BLOCK_. FIN_FLR.1 _ � _ TOP 4F BLOCKI i0 25 SH FIN. FLR.- � -- - — - — - — - 12 0 SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT (2) 3050 SH BLOCK 2868 FRENCH DOOR c0 iD DBL 25 SH ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENT111OUS COATING RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT 4W OFF RIDGE VENT ❑ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 33/2 SH �I TOP OF BLI FIN. FLR. 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net sq Inches of venting needed equally for Intake and exhaust 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 1.33 ft S.F. of Area to be vented (SF) 2409 s.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 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 209 TOP C SMOOTH DECORATIVE RAISED BANDS RETURNS o 2'-0" SEE FRONT a0 ELEV. FOR SIZE &STYLE LEFT ELEVATION "B" SCALE: 1/4" =1'-O" FIN. FLR. J` WE® FOk -MPL1ANO r OVERHEAD DOOR OVLKHtAO UUGH S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" tY . ` 0 TORR� {' .c SE. v SJ)Co— �0.. "11111t. N m a c 0 sp to a o 1M0 CO r- _ N 3 m� � Z W ®�N� W 0. gt�B. ms 3 � B g o Y P�� £LL 0 -gym m"e =ci ,o 01 H l° NfMy.rbSENa.COM ❑ ❑ ❑ z Z O Z g Z Q J a U) z O w � N c C c/I � y ~ J � U E 15 �tao0$ • = t- � U aO0Y ., Q N Ci o0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: LJ� 0 ZL0 W � N G� N � M o 3 �° t Z � J N m 'a ® OJLLIn roti o J m (n (f) V) ® Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20.9755 Sheet: r 1 of: ELEVATIONS SEE DIET. TB03 G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" OSS SEE "HIP R BLOCKING' 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX - THICKNESS IS 15/32°'.) IF 15/32" IS 1 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS iNINE '0 COMPLY ATING OF mill IN mile a 'PAIN BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0". O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft WIND SPEED (ULTIMATE) 180.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO45 DEG, WINDAREA (4) VALUE DENOTES PRESSURE [4:12)-[12:12] '.. (SO FEET) (-) VALUE DENOTES SUCTION a=oft B` �y�F 1 0 AREA ROOF 1 2e 2r 2r 3 3e 3r HIP -37.02 -51,06 -51.06 -51.06 to GABLE I -37.00 -37.00 1 58.99 1 58.99 •58.99 -76.03 gooF h ILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE) r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 39, 3c ASTM F1667 RSRSA3 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D O SHINGLE:l32" EXP.1 (9e21) TILL l32" EXP. 1(9°20) r NOTE: 1. PER CODE ASTM F1667 RSRS•01 REFERENCE TO 8d (2 38" x 0-113") NAILS 'Ic 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7ak", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-W 10d (2W x 0.1311 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS TL 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OU 00 KER [;ABLE ROOF > 20 TO 45 DEC RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12)-[12:12] @ 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 a' SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. O NAIL AT BASE 2 ROWS @A-D.C. w/Bd COMMON NAIL. NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/ lad COMMON NAIL © NAI L OPENING PERIMETER WI (2) ROWS 4' O.C. wl Sd COMMON NAI L. O NAIL INTERIOR AT 6"O.C. .1 aid COMMON NAIL O STAGGER ALL VERTICAL JOINTS a NAIL@4'O.C. w/ Sd COMMON NAIL. O PLYWOOD SPLICES HEADER -NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4° O.C, (2) ROWS @ TOP & BOTT. © (2)Bd NAILS 03.O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15132' OSB - EXPOSUREi SHEATHING PROVIOE BLOCKING 1 II II M REQUIRED PER SECTION X-X IF NOT _ 1 __ I.u____xtl___- FULL HEIGHT SHEET - - G FLOOR SYSTEM NOTE; Bd NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2112'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 14' (2)- 2x TOP PLATE BEYOND 1E/32' O8B EXPOSURE SHEATHING II 11 II 11 II I SOLID2x BLOCKING I=BJ F 111 II II II 0ALL SHEATHING EDGES jjl II II II, I (SEE SECTIONXJ) p 11 III I III III C 111 it DD !'I I 1 0 III 111 II II II i IL_ III OPENING III JL___ III II III x II II EL III C IIR L___ Ii 11 o, 01 III III NIL II IN II 11 II I 111 II 11 II I 2x STUDS BEYOND. BEW 19i -----1Y_ I L L 11 1 III I I I III It II IR I I SEE PLAN ZI I l l 111 f 1 N I L It I 11 I NIX II II II I _ III ❑1 I I I II I I I I It IN II II I I IN II II I I -' �j Z III I' I 1 11 1 Ila 11 It II 1 111 I I I II 1 111 II II II I 1111 -W I I II 1118 YL u_LL 1 II II ----II I Y LL ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16- FLITCH PLATE TO W/ (2)12d TOENAILS EA END. NAIL FUTCH 318S -MAIL PLATE TO VERTICAL W/ (4) So SPACING NAILS 3W' 1/2' 1 I S 1/2" -T S (2) Bd NAILS @ 3" D.C. STAGGERED S 1" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. JW�yNy o NI1� ELM --ALL SHEATHING 2X4 P.T.BASE PLATE BEYOND SEE A RAN Zx RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM CONNECTOR SCHEDULE FOR: ADAMS HOMES- 1820 ELEV B TRUSS ID BEARING TRUSSACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT > UPLIFT DESIGN RATING C1-05, CIV -CSV, E7, E7V, L/R -307#or less HETA16/PER:TRUSS MFR 1810# (9)I0dx 1-1/2" - E7VP,H7,H7V ' C1P,E3,H3 L/R -213#or less H1oA/PER TRUSS MFR 1040# (18)loot x 1-1/2".. (9)10dx 1-112" A01- A06, ADS, A10, D02 L/R -804#or less HETA16./HETA16 1810#/1810# (9) 10d x 1-1/2" (9)10dx 1-1/2" B02 L/R -694#or less' HETA16 /H10A 18104 1040# (18) 10d x 1-1/2" (9)10dx 1-1/2" A11, Al2 L/M/R -932 #or less HETAl6/H10A/HEI'A16 1810#/1040#/ (18)10d x 1-1/2' 1810#. (9) 10d x 1-1/2 y (9)10dx11/2' BOB -B05 L/M/R -655#or less HETA16/HETA16/110A 1810#/1810#/ (9)10dx 1-1/2 1040# (18) 10d x 1 1/2" (9)30dx 1-1/2" HETA16/(2)MTS12 /(2)MT512/ 1810#/1980#y (28)10dx 1-112" A07 L/M/M/R -715# or less HETA 16 1980#/ 1810# (28) 10d x 1 1/2 (9) 10d x 1 1/2 10 10dx112 (2)HETA16/(2)HTS20/(2)HTS20 1920#/2620#/ (48)10d x11/2 A08 L/M/M1ft -.3859#or less / (2)14ETA16 2620#/ 1920# (48) 10d x 1 1/2 (10) 10d x 1-1/2" r 1 , TRUSS MANUFACTURER PROBUILD ' ITAYE:O�e)AAti(2 T J .ii1AUPTAiJS§GiJfSKEi$R , e I' .1 L LEFT R-RIGHT &M-MIDDLEBEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTUft6R6TRU$SiT1RAWli9t�j f: ALLCONNECTORS ARE SIMPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE MARK TYPE OONNE=R&FASTENERS SPFFINIMEM BYP OR TRUSS BRACING AND ADDITIONAL O MASON" �WTA20W((W10dxlV2' 1310 FRAME ry W(iB18 mw W5 M#, FF�RAHIE° 1MM6 040 INFORMATION SEE SHEET S-4 © HMA,2NR8)INx11VXAAT2PYTRU66ES am F QED �¶O14`L1s312dROOF N0M),60 E FRAME TO MASONRY MGTW(]2)IWNAU3ANDM'ATRw1T EMBEDMENTWSIMPSONM&OxY 3339 ' =5 OFRAME F TO FRAME HTSmw7R4)1Odx11/TwTE%TEMOR LOCATION WIJXE 1T4i0ENAIL. 112E 1310 TO E (�HT9211W(4MIM%I W"'(ATEMERI°R LOCATroN NCLUDE(8)12dTOENALS MOO am TO NRY HGT2W(16)10dNN1&ANDt258' AT.R. lrEMMMEMw/MMPSON'9ET' IOBp�EPM(HOT4FOR3YLY) R) FGTAWI+O)1/4"z8.9D9 WOOD SCREWeNRY AND R) in' 1W TREN TIO MOLOR BOLTSSARI aT15 kF� E TO (1) LGT2 V (let 18d SINKERS d(]11H"x 2f14'TREN2 17W 2030NRY 6 05B OWE TO RY2 (OLGT2W( IUSINKERS d(14) 350o-M IRA"z2IN'TENRPLYTRUBeJ ORRNI6CBINKERBFORFRAME(F.A) 40104 s7NFFME E TO(ZWG W(24)11V.WSDSSCREW9 478DA1 &IS)SB'xSTITEN f(2PLYTRUSS))"` OMo-F (M10A1PYI 60W-F LISP- CONNECTOR SCHEDULE FANNECTORAFASTEIEILS 6PF 9W wA18w(10110dx 11/rON t688 1870 HTA20 W (10)10tlx 111Z HT7A W (10)Stl NAILS 515 585 RT16AwA17)1010112- BOB 1020 M(I6)lWxl1ITAT2TLYTRU66ES 035 1060 2W(14)1M 111W(ATEXTERIOR 1005 118E RON INCLUDE (3)1W TOENAILS 5W(m)1WmumDw AT.Rw 3930 "Be I®BEITT W BIMPB[W'BET' EPDXY NWjM)10dxl1YCwTEXTERroR 128B IBM ATTCN INCLUDE 312d TCdPLB YXIFA48110dxi 1R wT FJ(IERIIXi 2570 9080 roN INClUOE (8)IM TOEMIL9IEA) W (18)tOtl MILSAND R)BAF AT.R. 'ENBEOM6NTW91MP90N'9ET- )020 9>BD EPDXY (FLIGT3 FOR 9HLY) 1w(12)W8IMIX)SCREWSAND 71M DGE-BOLT(2PLYTRUW) 3100M 41WM MNKERSKIISU.ME(M) 0800E 452Bs wl (4j WxZI1TWSZ6 &W-M 7000-10 I)Wxxrffl(29PLYCMW1 &SOF nto.F O. IZ6N1YI I (12) 1/4" x23WTITEN ITO MAI)- WON U31135 6i) W 123/a TAPbbW ITO MM.) 1.11I UY860 FRAME CR(12)18tl 818I fOtl IFDR FlIALE) SYRF 9YP-M M D211IM&FRIGITORFPAIAM WPF SYP-M O FRAME TO R) HETA16OPTCB HETA20 1820 i-PLrWLYW(6x11d t020 R) HTA180PT(2)HTA20 1fY OR 24N �ONRV bPLYW1IZ)tB0 23e5 Z385 `LYw(1ZIW Z-0Lrw(1?J 14tl 2190 M 16 w1(8)10d NAILS AND.A 199L(114• 668 1110 M MI8 W(B)l W NAU3 ASO(4) 11" ON' 1148 LOW OFMARTO N TAFOONS OF1 WEDGE -BOLT OR MASONRY WSM20 W OD)1W NAILS AND (4)1/4Y3114- 955 1110 TWM20 V N%10tl NALS AND (4) IM'11W TAPCONS WEO E-BOLT tm f226 OFRAME P H108 W(8) HIM I? NAILS ANI R)8,S'1N" ]BO 810 MASONRY TRAN HD DTT2Zw(87114'KI LIT BOB WOOD tBrzW 1HOSA. WS16WOOD D (6) O FRAME TO 1&95 fil]REWMPSKN i145 EPDXIEDW SCREWMPwm-s12"(SLLL 1510 1895 MASONRY, (SEENOTIIIXIEDW. eIMP9dJ'8ET' SEE NOTE#4 N 91MPSON"SET" NO'IEM FRAME TO H175w(28)iM 4 LAI' HAILS AND (1) W IF •BET HTT46 W(20) IW xF VT NAILS AND (1) °BET' ® MASONRY ATR EPDXIED V 61NPBON 4175 SEE NOTE N48eLOW) SOBO S18'0 A.T.0. BOXIED W SINP60N (BEE NOTE a SE(DW1 - 5048 HT4 W OLD 16tl xZ IW WLS AND (I L NB• 0 HTTO W(18)1wtl 112-MLSAND (1) © FRAME TO ATAEPDXIEDw,81MP60N'GET" 38q AZ35 Was ATA. EPDXIED w/SIMPSON°BET - 4160 MA80NRY (BEE NOTE kd BELOWI (SEE NDTEb4 SEIA OFRAME TO H109W124) 100x1 1 V MILS 7m 910 Luorl wl (M)8dx1 Iz HAUB 876 104E FRAME OMAMEM H RKTW(4)1AN1 VT'9DSWOOD ]80 740 RpBAwIO)tW.11WNNL9d 13% Im U MASONRY SCREWSI(6TIWX2j/4•TAPOONS (4)IWx1&4TAPOOM5 VG W OFHAMETI, MASONRY rNAT1/4k9"oE MfHPMN-SE (tIWTOAT.R.EFOX1EDw 91MR90N'9eP 8568 1lRO W /Z' MIN EMDEDMENT FRAME TO (2)VGT w/(S2)1I411'SDS W0009CREW8 O MASONRY IR)0/B'e AT.R EPDZIFDW91MP5IXi 8170 718E Wr W11T RAW EMBEDMENT OFRAME TO VOTW (t8)1/41T8DSWDO09CREW93 HDIA D sw(NO)114-4108mmo0 3285 41N5 MVGT85 W122)wOd NNLSI HiT49 WCel 4169 FRAME s c Ir Ews d (q B'6• a A.r. R. 1WI4NL96R)MIFIA.T.R. OFRAME Y TO RI HIT6 W@211MTY2tM"MILSd 49n 6090 2)HTT46W(5B'WXO12'NNLS FRAME 015AFOXT.R.(13EENOTFIW 511)5111T.F1mm NOIEW) TRU93E8 TOINTEMMWMNGWODDWALLSIEEAUI 1. CON, En Au rnR NTRU 1. <WSATOTD ,U12dTNPN .. 2. TOTRLLR N.KE MANUFPC FORCM.WUPLAN. RMPSCORLWMNNWTEO 3. aC.M85 &ES. FO. SINGLEPERI£R SMRUBPCONNECTKx1/,BEEFRUMINGPLMIFTIOAL WECTORCALLOUT. 4.& TRUSSES,SCABONFULL bi Tx4"TOTRJSS rFATroAL WLEW(2)ROWSOFiQd WJLS I@3'O.G STAGGEPEO. BI MU.N.O. IZON.A,TRE A tY MN. A.T.R ENffDMENT@CMP6 (MATCH OAO.O. & STAMER99CHONEFtATCZx8YPMRLDOAHCN LUMBER 9RL7V 121ROW916tl®4"FROM ENDd A'OD. AS RED: CENTER AT CONNECTOR LOCATON A6 MUCH p$ P09913LE. MUCH A O MINMAICONNECTORUNOONFRAMINGFIAN 1, WmWnO FORALL F/FLOORTFKJB TOMA80NWWAl1A/UNTa&ICFWALLBUN°ONPLAN 2. DONNECMONAT 7A°OR BT O.C. PENDING VERTCALS FORALL FLOORTRU88EH PARILLLEI TO MASONRY WALLS BOB DETAIL 1191z 1 FOR MORE INFORM4T04 S CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALL811CF WALLBUNTELS 4. CONNECTION FOR ALL CON71NlpU3 RIM BOARD TO TOP OF MASONRYAT BT O.0 MAX. w (2) AT EACH COMER. Go. TO VERIFY LOCATION DOES NOT CONFLICT w JI(IF APPUCABLE) LAYOUT 5. CONNECT AT FLOOR TRUSSES TO INTERIOR BEARING WOW WALUBEAMS V(2)12d TONMLS O MINMAL CONNECTOR UNO ON FRAMING PLAN 1.J��CONNeCTON FOR JACIt TRU89 TO WOODWAI.L OR BEAM l5%7 MINMALODNNECTORUNOONFRAMINIPIAN 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 Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN Sa ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IF ROOF TRUSS LAYOUT SHOWSTRUSSCp ,T THIS LAYOUT FRAMER HASBEEN 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 REQO(q, S UNLES`LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. " •"` """ w FOR TRUSS BRACING AND ADDITIONAL' 3`00 ROOF INFORMATION SEE SHEET S-4 FILE COP1; C.M.U. OR ICE WALL ° METAL DRIP EDGE 2 x SUB -FASCIA �--- SEE TYP. WALL ALUM FASCIA SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS @ 2'-0" O.C. - SECUREJ-CHANNEL @ 12' O.C. B1 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"=1'-0" AA,TlI/813TAT� 4 '(OR/3 vG 986A 1 NO lit P P +A0, FLO rO.ar4,; " eeel"� tt 11 1�1A�` gl � EBa N 00 to W l` f'i Ii Ci .U°n" n,erti �c a fi w O a3€�6 a w SgsE W1R'waq ¢ o � umE (i oLL � T7 O v 2 M ❑ ❑ IWNd.FD3ENG.COM ❑ Z o z o Z N Z Q � Q a DO - (%a f yl z m Oq w f to r V) x += m U @ N E II U vs ® DAMS HOMESI' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY `44ULFBREEZE, FLORIDA 32563 If DIVISION LOCATION: _PORT ST. LUCIE 71 Job Information: F_ z LO uj N N C m O Gj J Q1 Z 00 ®JL /L� Z) m o VT Model Name / Number: 1820 ®Plan Issue Date: Monday, January 11, 2021 VI KA PROJECT NUMBER: 20-9755 Sheet: 6 Of. ROOF PLAN B LINTEL BEAM: - 1 COURSE LINTEL BLOCK All 1 If 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 SLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOPOFSIAB a �.,, I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1. #5 REBAR CONT. SIMPSON SP4 WAS) - 1 Get X 11/2 SP6 OR SP8 FOR 2x8 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 45 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ IS) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 1 MS031 uncnnmv nnRIKICnTin Nl nCTAIi- 'v I N.T.S. 1 #5 REINF. 20" MIN. LAP BAR #3 OR #4 REINFORCING BAR 8. #p 8. #4LAP SPLICE .F 2 #5 STD. 90° HOOK #5 REINFORCING BAR #S IAP BPI ICE SCALE:!"-1'-0" 36 f8 REINFORCING N GRADE 40 U.N.O. 96 LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N-TS I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X VIM 12" O.C. 1 2 x 6 1/4" X 2A" 12' O.C. 2 2 x 8 1/4" X 2A" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, "PRECAST- ----- - UNTEL a (2) 2X P.T. > BUCKS W/ 1/2" O.S.S. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S.I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD(PLF) SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLFI COMPOSITE BEAM 950 PLF 198 PLF 404 PLF 104 PLF 8F117'-4" 16" MINIMUM 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 8F16 -1B/1T 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -1B/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 8F16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -08/1T ® 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF BF16 -1B/1T 0 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 8F16 -1B/1T O ® O O O 9 YIN. Me, <J .R Reap tpa aP I -I/!' G4JR c.NL. e s Regale ai ecr*on a GpLNnmL�11 rgifp'12NNbPGT° `MA'AGTa.t PWOJDsuI.ifL rvARnt e" NGII1L VI]iX TYPE DESIGNATION w-H wam e u . JxrxLEs r cuAN-rtr core 11'vpAP a• Ra'T0116 JKF GAM" SFI61r-1B1T / HPIINAL ACTH J J L WMTi3 W b Nom" He..-PpyAR AT TOP MATERIALS 1. f'c Precast lintels = 3600 psi. 2, f'c prestressed lintels =6000 poll. 3, f'c grout= WOO psi W/ maximum 3/8" aggregate. 4. Concrete masonry wire (CMU) pee ASTM C90 w/ annimum net area compressive strength - 1900 os1. 5. Reba provided In precast lintel Per ASTM A615 GR60. 6. Flold rotor per ASTM A615 GR40 or GR60. Prestressing Wald Par ASTM A416 grede 270 low relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 Type M or S. GENERAL NOTES 1. Provide full mortar head and bed uints, 2. Shore there! lintels as required 3. Installation of lintel must comply whh ne architecture'. end/or st mural drewirgs, 4. Lintels are manufactured whin SLf2" long notches at the erds to accommodate vertical cell reinforcing and grouting. 5. All Ilmels meet or exceed 1./380 vertical deilectbn, except lintels 17'4" and larger With a rbminal height Of 8' meet or exceed L/180. B. Bottom geld added more, to be loaoted at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom sleet for mechanical anchorage. 8. Coat impiece concrete may era pmyltletl in composite lintel In hou of Concrete masaCry, moo. 9. Sate bad ratings based on rabonhi design onalyei9 par ACI 318 and ACI 530 10. total min. depths are called out tm lirtel plan. If contractor installs a deeper lirtel than mdbated on the pier, doing this gruesome the strength of the lintel and Is epPmvad without engineenitg letter. If a zormear limal Is Installed contact FOR for aWovat. SAFE LOAD TABLE NOTES 1. All values named on minimum 4" tearing. Exception: Sete Ideas far unfilled lintels must be reduced by 20% If hearing her ph Is less than 01/2". Safe loads for all recessed lintels dosed on 8" nominal Bearing. 2. N.R.-Not Ruled. S. Safe Imes ae total suporimposed allowable load on the section specified. 4. Safe loads based an grade 40 a grade 60 told rebar S. AtkllUmmil lateral load capaxty Call to abtmne l by tare designer by providing addloral reinforced magnry above the precast IIrcel. 6. One #7 tabor may be sWxstituted tar me #5 made in W lintels only. 7. The designer may evnluste concentrated loads fruri the safe load tables by caleuiating the maximum resisting moment and shear at daway from Me We of support. S. For composite lintel heights not shown, use safe bad from newt K ver helgm. 9. All safe loads in units of pawtls per linear foot. PRECAST "U" LINTEL W/ 3GOOPSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R G ANCHORS (TIP.) III J. REBAR ON BOTH SIDES OF OPENING U.N.O. ..IVn enwr OOMPLEIE CMU COURSE BELOW SILL 6 FILL SCUD W/ (1) AS BAR FOR ALL WINDOW OPENINGS 6'-6" AND LARD REVIEWEU FOL CODE COMPLIAF T. LUCIE//11C//11OUN BOCC G&E�CDOPY �_WrrFi TOP OF WALL 10, /-STD. 90 HOOK ANGLE N NEE ee• CONC. W/I REBAR ��■■®,tee SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS ALL ELEVATIONS MSO1 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 8" x 8' x T5- K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) 'wte11111J# ,t°gyp TORR�' i `•vNo a1$6�•. 2. JA s�.p�• _FLOP .. '..1 g g '�•N-Q/I m 00 ITT Rv�C r DT in min fl a LL W g sW a� � a 3 2tga; o 0 I- ( m ��SAB d 0 ou J N U e9 2 U € YWWTDSEAG.CON ❑ ❑ ❑ W Z 0 Z N 10 Cll a C!) - to Z N �arfr/ (Aro v y � w DV) O w f �(/) ru ~ M U-NE c t�i 0/,.01L Q N O 0 DAMS HOMES t' � FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IV I PORT ST. LUCIE Job Information: 0 F_ zto to W O N 11 m 3 O =0 y F-iUm _J N a OJLLJ:D'M Ln o J m (/) (1) Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9755 Sheet: SI I Of: 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 it W/ (2) Y?xS' EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER d TRACK TO JAMB. o (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" 4 „ d a Ili, BOLTS WASHERS SET „ FILLED CELL W/ #5 TYP. FILLED CELL „ VERTICAL MIN. 5 PER JAMB. L SECTIONAL „ ® OVERHEAD DOOR WOOD P.T. #2 ". SYP 2"X6" r TRIM o r `Ioalaa 2"x6 P.T. WOOD JAMB .~« �0 TO RF'�✓p �N"S• DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB ;• `30 TYP. GARAGE DOOR V TRACK MOUNTING DETAILral r�s s�` ^ F 0 V�J NOTE: DETAIL CD22 / 8-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE `� 0 ' , ,t MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM g 44e- 00 1- E�ml1- AIi m ro Him g p N J J LL LL LL �B� O �rn � i `7!BLOWN-IN R-30 PER FBC AND ENERGY FORMS SUBMITTED D WITH Z M s m a 3 �b O PERMIT APPLICATION PROVIDE BAFFLES n a ~ BLOWN -IN R-301NSULATION PERF FBC AND ENERGY FORM SUBMITTED ' 12 AT EAVES (FOR VENTED ATTICS) 12 ; FIBERGLASS SHINGLES OR • a RAN �'° r" W9. m yy ¢ O s- m m 2 a 5 w J m a r 2 H WITH PERMIT APPLICATIONPROVIDE SEE PLAN TILE ROOF (PER ELEVATION) d Y a#€ n d k 1 BAFFLES AT EAVES SEE PLAN '\\ OVER APPROVED UNDERLAYMENT ° s _5 o g z ° VENTED (FOR VENTATTICS) PER FBCR VER APA a� ° m SHINGLES PRE ENGINEERED WOOD ROOF SHEATH1NGO SEE SCHEDULE- TRUSSES @ 24" O.C. emfiS '�.AS r " W1WI.FDSFN6.COM ❑ ❑ ❑ IO , TILE ROOF (PER ELEVATION) TILER ROOF ( [RSH] - ON FRAMING SHT. FOR LD OVER APPOVD UNDERLAYMENT PER FBCR 905AJ OVER APA y SHTG &FASTENERS. r1, i1' I [ PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE TRUSS ANCHOR (SEE PLAN) Z a TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR • SHT'G &FASTENERS. — - — _ SEE PLAN FOR � BRG. HT. /'! Z N /\V,jIJ{ Q y 1 1/2' DRYWALL • •' • -' rn ' TRUSS ANCHOR (SEE PLAN) + TO BE INSTALLED ON OUTSIDELo FELT PAPER OR •' ° ETAL DRIP EDGE TRUSS PLATE a Lo Z N u 1 v u u u u v FACE J�,n,..-A....��%,�_T.._h.J\_ ��_ .:'.. • 2X SUBFASCIAIn P.T. NAILER •:�1 CORNERS min (3) 2X4 OR (TYP.) FRAME FOR P LL 1/2" SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA w QX -METAL DRIP EDGE �-0 1/2" DRYWALL CURTAIN NAILER ! 8 x 8 x 16 K.D. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. !<„) — CONNECT ALL 2x STUD 2X SUBFASCIA PLATE 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 1 x $ P.T. @ $.G.D. n O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. O w. V) c �; TOENAILSW�H (4) t/1 16dTO SOFFIT. SEE ARCH. PLANS " SEE ELEV, 3000 PSI CONCRETE PRECAST "U' LINTEL N (TYP.) ALL SIDES / i �O ��'p \ O \ (TYP.) FRAME FOR COR- m i(B V _+N E 1/2" DRYWALL " NERS FOR NON LOAD SEE PLAN FOR HEADER SIZE SEE SCHEDULE N / "` ° " ° '\. \ BEARING SIDES NAILED /o. ° o. ° o.� "' P w/ 16d NAILS @ 8" O.C. U OPTION 15/32" OSB EXPOSURE i ON O.H. Q . O 1/2" x 8" J-BOLTS MAXIMUM EXT, WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. � \ TYP.)<I COURSE HIGH A.F.F. (1)CENTERED EA. � ( REVIEWED FOR "��� DAMS HOMES O T-2XPLATESMAYBE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF i6d (OPTION) STAPLE: 16 GA. 1 3/4" fi Z, d CMU BASE FILLED W SIDE w/2" WASHERS \ i / CONIC W/ (4) VERTICAL RENF w/ C fir. �L APB :.,. NAILS AT 8" O.C. STAPLE 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT ON n FILL CELL -(1) #5 DIA. TYP. ( ] ix®iG �s�1V1I�L'AN_. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PS[ HOOKS INTO FTG & AT TOP �a �, L,U I E ®U N� FLORIDA CONTRACTORS UCENSE NO. CRC1330146 " ALL LOCATIONS PLAN AI -Al of COLUMN V VINYL FRAMED WINDOW w/ SCREEN SHOWCONIC. SHOWN ON FOUNDATION BC�CC'• GULFBREE ER FLORIDA 3 563 (G.C. TO VERIFY W/ FLOOR PLAN w & FLOOR PLANS r LOCATION OF OPENINGSIN " DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO ,P, SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS [GATED, FULL D, w/11-10d TO BEAM FOR BEAM SPEC. ', PORT ST. LUCIE STUDS ARE REQUIRED). REQUIRED). � & TO FRAME BELOW Job Information: NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW '.. WINDOW STOOL A W/ SCREEN CEMENTI'f[OUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS „ PRECAST CONIC SILL "No C-926-98A " PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLO CKWALLPER 1/2" DRYWALL MORE INFORMATION). SEE T013 FBC AND ENERGY FORM V EXTERIOR FINISH - SUBMITTED WITH PERMIT i ON SHEEP 6 FOR NAILING INFORMATION FOR IV APPLICATION (SEE ELEVATIONS) APPLICATION , 1 COPY FILE I LSE O N R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. EASE PLATE AND ENERGY FORM SUBMITTED 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" 1 V f W 'Lo O 0) w/ 1/2 x 8 A.B. (OR Y/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 BUILT-UP \ � m m ° WOOD BASE ON FOUNDATION PLAN Al AS CORNER MIN 3 2x4 w/10-10d TO COLUMN () / O ai 3 WOOD BASE MIN. 6" FROM END - SEE W507 FOR TERMITE SHIELD , POST OR 4x4 POST w/ 2x4 UNDER , 7 N , , y SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR , EACH END OF BEAM L Y V m N d FOR SLAB INFORMATION TOP OF SIAB SLABINFORMAT[ON TOP of SLAB NOTE: 2 X 4 P.T. PLATE r O J W to o Lo i � x — * —,"._� " _� BOTTOM STRAPS MUST BE + ' ^ r ^ I ^� oo W INSTALLED ON INSIDE OF �. * GRADE , ' —illk� GRADE t' COLUMN. DO NOT BEND -'� T ° °� Model Name /Number: 1$2O I N STRAPS UNDER PLATE. o °,a 4° ➢;\° ° ° CLEAN 3 'SEE PLACE STRAPS IN FILL . • , ° ° 4„ COMPACTED° PLAN FOR RE -BAR QUANTITIES CELLS w/#5 REBAR , ;, 4 (TYP•)4 COURSE HIGH CMU BASE ', Plan Date: FILL •��� •-, 3 C7 a, FILLED w/ CONIC- SEE PLAN FOR ! r; !' Issue Monday, January 11, 2021 „ .°• SIZE. TOP OF COLUMN BASE - 16" SEE FOUNDATION PLAN SEE PLAN" SEE FOUNDATION 2'-0" AFF VI KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN 20-9755 NOTE: DETAIL CO21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE Sheet: � Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.s. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'A" WS01 TYPICAL WALL SECTION - 81, CMU 3/4"=l-0" TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING 0 S G ATTACHED PER NAILING SCHEDULE T813 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED 1 WITH PERMIT APPLICATION I 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL�,1/2' X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL ,a.,ae••.,1 rr��� G�• E 1a6A WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1-0° R * a PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @A\<)•` ti TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 - (2) 12d NAILS O.C. TOP PLATE e�R "' SIONP L• 0" �- a (SOLID BLOCK w/2xs) '�a,F` rTulllµe cl 48" 2x4 STUD PER PLAN �t 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE �i NOTE: @ ALL EXT. CONDITIONS ATTACH 2z STUDS OUBLE 2xS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 5 " O 0 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 2 1 p0 ti co l 12d NAILS @ 3" O.C. WOOD BEAM SEE TOP PLATE TRANSITION PLAN FOR SIZE SIMPSONHUC410OR(2) .1 a A� 'o TO BUILT-UP COLUMN PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU . "� SUPPORT COLUMN BUILT•UP MIN. m p € a TOP SPLICE ,, A B S o a _ TOP PLATE w/ MORE , ; LL �i ri THAN 50% OF TOP NA 2x4's OR O.C.A PLY 5 s Q 0 j11PE ROWS 12d ^ NAILS @ 8" .C. EACH PLY °'=z ta 0 PLATE WIDTH INSTALL @ 3" O.C. ,,(SHOWN AS 4 x 4) O zYz SIMPSON PSPN516Z i r (2) SIMPSON HETA20's 1 `� M$ 0 O J W/ (12) 16d NAILS TYP. �" ; ;,:, ;; w/(12}16d EA. TO COL a m N " CO m d TOP & BOTT. �'N ALT: (2) MSTAM36 STRAPS s T.g I:" Z `" m < a- k -BOTTOM SPLICE TYPICAL BLOCK , ,' CENTERED W/ (13)-IOd NAILS $ sTe 11 (9 6" v) 0 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS WALL Ea TO COL. µ s z O 0 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD €• ❑ ❑❑ SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ G TIE BEAM 9 s WWV,.FDSENG.COM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS D /'� 1 (9 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: Z N PLATE LENGTHS MUST BE AT CN LEAST 8'-0" LONG. TYPICAL a m' WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM RAISED ENTRY MASONRY WALL N.r.s, z 10 n M 1 2x8 SYP #2 a--' w n TOP & BOTTOM 0O M ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 °� NAILS @ 16 O.C. RIPPED w t o — 5 00 IM 1 ' 1� �' BOX HEADER DETAIL � a �� o dm * CRIPPLES MAY/MAY NOT BE PRESENT. QIFONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION_ A DAMS HOMES (1) JACK USED AT EA. SIDE Q 2X BLK'G. EACH SIDE OF O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16dCOMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACET (D =0-1 B2" L-3-1/2^)OR EQUAL (D=0.162%L=21/2")OR EQUAL JACK TO HEADER, NO BASE ED E VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 (2) (1) 2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADERANCHOR T NAILED TO TOP PLATES, HEADER &JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REVIEWED FOP 3000 GULFBREEZE PARKWAY HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END D COMPLIAN GULFBREEZE, FLORIDA 32563 g ®p jai ®®y.� J. UCI COUNM' SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE ."; S. mmE& I CONNECTOR REQUIRED BOCC PORT ST. LUCIE 1) ADIACEWNAILS ARE DRIVEN FROM 3) FOR 41LY, PROVIDE 1/4"DIA. x 51/2" LAG (3) 16d OPPOSITE S' DES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) SEE PLAN ♦ Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE THE THICKNESS OFTHE LAST LAMINATIDN. ADDITIONAL INFO. COMMON FOR WILL 24" O.C. NAILS(TYP) W/ AND BOTTOM TOSP2 TYP. HGT. TOP AND 80TTOM 2-ROWS 12d NAILS WF37 I TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG ; �•: ; �� CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2- .0 „�. 0, OAF %`�P4,0 7/16 OSB W1 6d NAILS @�••i�rll(� II. EACH ) D l ! • • • • ! ATTACHED TO • • :dABOVE ELEVATIONSEE •' • • SQUARETRANSOM BOX HEADER��' EACH END 12" 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SFILL [DE ALL HOLES IN DOUBLEFILE z STRAP COPY � LIDS.Y.P..HEAD HEADERR W/ O � 1/2" FLITCH PLATE w 10d NAILS @ HEADER. (U.N.O.) (d �N, N 8" O/C TYP. > N FILLING AND BLOCKING AS 7 J N DOUBLE 2 x 4 EQ FASTENED TO REQUIRED Z •� MM U W N a:(RIPPLE STUD HEADER W/(2) ROWS r O J wM a TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS OTHERWISE •� LOUL. J '^ NOTED V/ y 2 ♦ Model Name / Number: 2 x 4 STUDS TYP. 1820 SIMPSON HT74 W/ (18) CMU 16d NAILS &A 5/8" EXPANSION ANCHOR ♦ Pier issue Date: Monday, January 11, 2021 W/ 6" EMBEDMENT U.N.O. o R OR81/2" AT GARAGE ♦ KA PROJECT NUMBER: f4G A STEP DOWN HOLD * * NOT REQUIRED D @NECTIONS BEARINGI P.T. BOT. PLATE 20-9755 WALLS WITHOUT UPLIFT NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G _ Sheet: � /� MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/z"=r-o" WF09 WALL HEADER DETAIL N.T.S. w{ TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN 1 - OR EQUAL TO 450 MINIMUM 2"x4" CROSS BRACING ' (SEE PLAN FOR LOCATION) BLOCKING 1 I \ 1 _ I 1 (3) 12d 1 1 ' PER JOINT - 1 _ CONTINUOUS LATERAL BRACING- NAIL OVER X•BRACE AS SHOWN- _ INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR - CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N-T'S- TB02 TYPICAL CROSS BRACING DETAIL N.T.s. '. etaaTrsej TOn 'ee PROVIDE 2X4 MIN. BLOCKING AT x CENTER LINE OF HIP/RIDGE, TYP. id fi S se'r BETWEEN TRUSSES W/ (2) 12D Q�A6A � O 04 NAILS EACH END TO TRUSS TOP CHORD •` P Luz sl rj : A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING \ WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP •+ L. O R • �` ,, `Os ICSSIONF .. > ejeaennttN A TRUCTURAL PACE � G.T. --- -- SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAILTO TOP CHORD `} TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE IP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T FF SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d 10O 1 s LO AT 12" O.C. MAX g wag ID m o ROOF PER JOINT LMINIMUM 2"x4" SPF OR s ¢'eg W 10 r` ao SYP TRUSS BRACING SHEATHING *SPACED AT I0'-0"MAX ° PLAN p c a U N vl J J J SEE � m� � bm W LL LL wo d a. BETWEEN TRUSSES �' HIP TRUSS P� 4 q,.� W � y ®JLL O SECT. A -A iLvgs� TB03 HIP RIDGE BLOCKING DETAIL N.Ts- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. wA E m m J 5 Q x a k z U J fU ,_ �WyW`I,iDSENG.COM " l z W Z S p ``] Z p ,p W ¢� 4 h 6 TRUSS NOTES: D 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-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 Z r IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES . THIS CONSTRUCTION LOAD SHOULD BE LIMITED �� � N7 TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY a LU ' CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. O 0 wom 2. ALL BRACING (DB,CB-BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIREO BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BYTRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.0- MAXIMUM- 0 m ((�) 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3-12d NAILS AT EACH TRUSS INTERSECTION. Ln C ro 4 ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT = C co ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. ~ 07 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. �� N N - SEE TYP. TRUSS BLOCKING DETAILS _ SHEATHING 3 T04TRUSS x4 AS SHOWN U C \ W Q N O 0M ALTERNATE TRUSS SPACES DIRECTION ®rTRUS DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330140 VERTICAL SCAB 2%6 #2 SPF 48" 0-C. SEE 121-1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS TO EA TRUSS OR HCIR/LL IN PLACE OF (4I 100 B-B 3000 GULFBREEZE PARKWAY REQUIRED ®RAFTERS GREATER THAN 8'-0° REVIEWED FOR GULFBREEZE, FLORIDA 32563 DOUBLE SEE STRUCTURAL NOTES AND NAILING CODE COMPLIANT DIVISION LOCATION: SEE PLAN LATE TOP ,TOP PLATE SCHEDULE FOR SHEATHING DETAILS- I �71..LUCIE C®UNT PORT ST. LUCIE PRE-ENG. TRUSS PLATE SECTION B-B VARIES ROOF 2X STUD WALL SLOPE SEE PLAN . • \ / p CONV. FRAMED RIDGE \ \ \ 2X4 SPF BLOCKING y�®Cjo Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ (4)12d WHEN IT LANDS SPF 4W O-C- W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / 2x8 BL/(3) NAILED EACH Sw IDE/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4)12tl REQUIRED w/ I2) Mi512'S REQUIRED 0 RAFTERS GREATER \ \ /ry B THAN 8'-0" \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ 12d AT EACH END & O EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \ CB SEVEL CUTS \ Z C L0 2X4 BLOCKING BETWEEN (OPTIONAL) TRUSSES W/ (2) 12d NAILS ' ' It 0 EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #TX&1/2" / / TRUSSES W p WOOD SCREW EACH r8us5 / / SEE PLAN ��r�11 ALTERNATING DB OR H5Or 49" 0-0. FILE COPY > a, BLOCKING O '"L O PRE -MG. TRUSS L (' U CONT- ROOF SHEATHING AT TRUSS TOP \ v 'a \ / / 0 ti r STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP- \ \ / / _ O J rW� = IM LL SIMPSON A34 OR / / CO V / U) SEE PLAN FOR CONNECTION (UST MP4) @ \ \ B 2X4 P.T. BLOCKING BETWEEN DIAGONAL yypOp 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ ^ / 2X4 SPF BLOCKING Tj TRUSSES W/ (2}12d NAILS 4 AT 8' 0' TRUSS / EACH END MAX .�(- . 2x6 RAFTERS 0 2'-0"O.C. Y v BETWEEN TRUSSES Model Name/ Number; MAX. w/ (3) 12d COMMON / \ TOENAILS TO RIDGE BEAM (3)12d EA. END (TYP.) 1820 WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / • •\ (SEE PLANS FOR TYPE) CONC. MASONRY 4 Fr 0 2'-0° O.C. MAX IN . Plan Issue Date: / (3) SOD SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/2" SPACE Monday, January 11, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING V1 KA PROJECT NUMBER; @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING 20-9755 INFORMATION 2x4 S.Y.P. Sheet: Of: @ 16" O.C. A T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S" TBs.15 EXTERIOR NON -BEARING WALL DETAIL N- ROOF FRAMING AND BRACING DETAILS M 6" 5 THERMA-TRU INSTALLATION��������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall Screws, deck Screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame t0 the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 61, SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES ,„ All U" 3" 3" 3° - 3„ 3" � III — — ill ( 1 I 31, 3,1 3" 3 16' 6 6' DOUBLE DOOR W/ SIDELITES ^ 6" WACE :VENLY a" 6 DOUBLE DOOR ,PACE VENLY I fi' 8• 8' 6• a• LA SEANT NAIL SHINGLES W/ 11 DR 12 GAUGE ROOFING NAILS, 3/0" MIN HEADS 6 PER SHINGLE. Wopi Oacw • �� 00.10� 7 smuw valleyCMterlibe - SHINGLE INSTALLATION GUIDE va�ria�" COOS, "61."sq yoE 79 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT M'PUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING E%TFR. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM Of 6' ADOVE 6' X 6' H GAILY VERTICAL RISE OF FLASHING FLASHING CONT. AT MEEWALL PLASTER St SERVANT Roof SHINC-ES UL 6• x 6' H GALV. MSHI %* CONT. m FLASHING DETAILS 8' HORQ NOTE: THIS DETAIL IS REQUIRED ftASHIYG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET 1 KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT BE SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HO. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S used. LOCATION OF BARRIER TO BE V-01' i EMBEDMENT IN FRONT OF MECH. OR APP. WHEN REQUIRED ZXWOOD FRAME I/2" � I1MINMtn, , EMBEDMENT BY OTHERS 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS CAULK BETWEEN FIN &SHEATK NG D TOP OF SLAB EXTERIOR 3/4" MIN,EW .1 FINISH DISTANCE BY OTHERS PERIMAULK 1/4"' MA — - - - - - — BY OTHERS SHIN SPACE 00 I IN, II° -II° Z O.A. WINDOW f - Ir - it I HEIGHT v o v vl 16" MIN. DIAMETER EXTERIOR CONCRETE FOOTING INTERIOR — — 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S so RaWnum Fastener Spacing (iambs, Head and Sill) —aTT L Strews muming Fir--'- Ottemor Rated VWw V✓#abN of Wall Framing: #2 Spruce/Pine/Fir Or Bearer slime a IO a l-1/2• so. Minimum Penetration Glsdng Bead 13/B' C ross Section V law Mntmum yr Silicone Ed erior Sheathing LUXt me UuDaLL lhf F err tse:cre mSM111ru your winnow, "e GllDD-e wrap clay De pee*[l Dace red msperncm, WE please " Swr me .w.ap to protect the bldks from SClirclhes and Ober damage until LwntludiOn is compete. Step 1 Mmsae to be sure the opening is 3/8" to 1/2" larger than the window sift both venally and horizontally. •You may wish to pn " theiatdlauon holes m the fin at thins bme. Deuvigand #oe 9&0#~ hole<b)Ce anowspilli At as play menat SV 2 Apply a genema lead of s4kom a tM bazkade ofthe mounting fin. Use enough silane bo nflidedy All all Will; between the TO and the well Sep 3 Inset the window BHo the opening ham the aRgde. The widow Is Inbeled "inside" and "oulide", but # these labels have been ren mad, the glazing bead should alonnis be to the inside title buidl . Sxp 4 Instal shims under the sit, adpstlrg them until the unit Is pkanb In the opening. Sams should be Installed! under the sit emy 2 W. The window should be basuall, centered In the opening w#h No more than 4• asp between the window and wall training. Step S Instal a #10 a 1-Ur screw 4" from the comer of to fin at each end of the had, sill and both iambs. Sep6 If" the remaining fasteners H It' increments From the comer sows to the ants of each Name membar. Lim are not eaa- _bm the screws and pun them through the fin. Also, make sure the straws go In straight and do not am the home to bow. Wall tarring shod be a minimum of #2 Sprua/Wir 6`"gAkar T " Qt .,GIN" E •. to ���� v r C* NO T.I N e W— w oz 'LU � E E� �''�FSIONP , 04 tell "t0 1 10 In 3 m W AG 55$ o F ED cc boo E 08 � e Om NW q w,NF2= w a RRc3 25"a5 5 3 o Y LLE Be QAm 81 u a.c8 -, N p g in cal Approval # ;s _� WNW.FDSITIG.COM ❑ ❑ ❑ Z 19 F1-7006.1 R-10 Z W Z J Co. a Ln 0ll Products Inc. "Offtldve vent' wVFL21580.1 R-1 n 1Q1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 �� LLC30 A TU D 0 NIC T ATTACHED IN ACCORDANCE WITH id Choice R905.1.1 �ro w c0 Overhead Garage Doors: '. = 5 � 9 11,:-°' 1st Choice 1 +30.0/-30.0 CLOPAY 18 x/7 2"x6" P.T. WOOD JAMB WITH FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 (5) 1/2" DIA. x 8" "1" BOLTS FL15279 36 Q N d Qm Swing Doors: A DAMS HOMES THERMA TRUCORP. GLAZED +� •` 1st Choice +67.0/-67.0 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 G SS DOOR INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRUCORP. FLUSH FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 2nd Choice +67.0/87.0 FIBERGLASS DOOR OUTSWING AND MIN. ED WITH THEREAFTER. THE DOOR FRAME SHALL 4 BE ATTACHED WITH TERS X 3" NWOODS AN SCREWS MIN. FROM 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16"O.C. THEREAFTER. (TYPICAL ALL 4SIDES) GULFBREEZE, FLORIDA 32563 Siding: DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered NAILSINST�ITOONGSTER WIT ERS REDIAGSHANKS & -STEEL CIA. HEADS FL20403.17 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. SHALL BE BEYOND WALL DRESSING NA. ♦ Job Information: Windows: 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16• TAPCON 1st Choice +40/-50 MI WINDOWS SI FL 17676.1 R9 ogle Hun (fin) ANCHOR WITH MIN. ills" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS _ +40/30 MI WINDOWS Single Hung (flange) OF UVSTAIEN T10N THROUGH VIDE BUCK USE M WOOD SO WOOD BUCK. FL 1.7676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES SUFRENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT O Picture window IN WOOD SUBSTRATE. FL18644.3 R3 Mullions: Ia— M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 18504.1 1st Choice MI WINDOWS Mullion 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH T J EVe z 0) LO iM-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDM T �,(�, 15804.2 MuIllon EDGE DISTANCE w to �; ') (n a M Fixed Glass: > o 0o 1st Choice +50.0/-50.0 LOCK 625 FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR FL18644.3 R-3 z N N a WITH MIN. 13A' EMBED. TO ALL FACTORY DESIGNATIONS ` f , 2nd Choice No WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD U BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 0 —3M W � (tiV) 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. J W Soffit" ♦ Model Name / Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. LENGTH P11-16503.4 R-3 SOFFITVINYLDIRECTION OF SOFFIT 1820 Hurricane Panels: ♦ Plan Issue Date: 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293.1 Monde January 11, 2021 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12'fl" O.C. BOTTOM c/4"-20 SIDEWALK Y" ry Panels BOLT w/ POWERS CALK -IN ♦ KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 20-9755 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: Of: MAT Name: TODD M. BORN Certification Number: Fl. # 82126 _ MATERIAL Name: Luis Pablo Torres Certification Number: A. # 87864 REFERENCE INFO (PSL) Sep 6 ❑desired, a foam insulation an be applied to the Interior 9W between the window and wall framing. If applied, eurmastbe tin NON EXPANDING TYPE FOAM, SMy 9 Since these wlydays are typically used in rooms with high mdshae, le; bats moms, it ls recommended the tte antenna gap between the wlr& w and wall framing also be sealed with slkone and boded so as not bo Interfere with the irsaaatlon of wallboard file or trim. Step SD Once all an truNon Is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the Norio with a mild detergent and warm water using a soh dot,. Failure to follow these procedures will Void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DAD1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS" florlda Metal FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD uP WEATHER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW - NECESSARY IN CORNERS THROUGH �� / REsisTiVEBARRIER& GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall - �'•,. DOOR 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 in a manner that prevents the BARRIER °' EXTERIOR WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4"-1"BEAD OF CONSTR. ADHESIVEEADO BE APPLIED UNDER 0.3 In : 12.0 in SELF -ADHERED F LAS H I N G required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 crin : 30.5 Cm) Water -resistive barrier. One layer 15 asphalt felt, free from holes and breaks, complying with ASTM D226 - yeeev"rrowixnavl WALL BY 61N. UP JAMB 6'. USE LIQUID NAIL BRAND OR EQUAL'iWEATHER PROOF CAULKING SELF•ADHERED FLASHING PRODUCTS DETAILS is ive for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 for Tye 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 WEATHER SEL FLASHING EXTERIOR harrier Installation Instructions. The NoAS asphalt felt approved water -resistive -ADHERED CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's or other RESISITIVE BARRIER �' Ij PER FBG-R (CURRENT EDITION} 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a SEAL TOPS OF JOISTS I( j I�� I manner to meet the requirements of the exterior wall envelope as described In Section R703A. UNDER DECKING fI (SEE DETAIL WP07) SUBFLOOR 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 thak 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 u & Lem creel secure weather P temporarily RIM JOIST 3 he # in each detail that corresponds to t Refer t0 the number marked as O p0 to the water -resistive barrier is directed between the layers, 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 Self-adheredflashing I head flashing under weather 2. resistive rr as us 9 n9 P resistive barrier � PAPER 1. Install self -adhered flashing m order as shown by numbers 11 onwater rester than that of 60-minute Grads D paper and is separated from the stucco by an intervening, substantially n absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 1 2 2 2O 2. Install flashing and weather resistive barrier to form Water Shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the dpcod (Split release on demand, RFlashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NITS -- SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW 1WP01 SELF -ADHERED FLASHING IWP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER p y �► P®� scoring cuts Instructions. All flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of to the building structural teaming components. Self -adhered membranes flashing comply with INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water used as shall AAMA 711. All fenestration be the FLASHING adhere to substrate using a square piece of flashing material (6" x 6" exterior products shall sealed at juncture with the building wan with a sealant complying with AAMA 900 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC4291, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wail finish. Approved EXTERIOR SHEATHING - N ADHESIVE TO BE APPLIED UNDER I STALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may v6 adjust folding of the flashing accordingly to fit g y very, j g g g y flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to comer REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOf) i! p 8. Mechanically fasten as necessary 1"Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequont ,drainage. Mechanically COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed In accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTENDAMINIMUM 6" �' (BEFORE FOLDING, SCORE ro RELEASE PAPEx TO Em"osE ADHESNEAsSHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the 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. THRESHOLD ^C�.., 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 a g Openings using pan flashing shall Incorporate flashing or protection the water resistive barrier for subsequent drainage. 0 nin SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (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. SELF -ADHERED FLASHING 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. VVV 2 s SELF-ADHERED FLASHING S 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE t 4 2 0 SEAL TOPS OF JOISTS 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall 01 floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING WP05 SELF FLASHING TWP06HALF 7. At built -In ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE ORNER gutters. 11■JI SELF -ADHERED FLASHING ,I DECK PROTECTOR j SHEATHING r Cement Plaster in accordance with in in a ccodance with -- _: ASTMC926 ASTMC926 =-' SELF-ADHERED l ' FLASHING PATCH ''` - '; , '. '; . Felt backed metal : - .. Felt backed metal 4i , ' lathe in accordance lathe in accordance SELF -ADHERED FLASHING • " with ASTMC1063 with ASTMC7063 '• \. DECK PROTECTOR -:. • :; : • Building Paper ': � Building Paper � _ • 7/16" O.S.B. (, 7/16" O.S.B. sheathing sheathing >/_�zUBLE '� ' - K edge SINGLE JOIST OST SELF -ADHERED FLASHING _ - etal': �� Flashing of weep screed SELF -ADHERED FLASHING t •- r : 2' below top of 3 1/2„ block 3" MIN J 2 Unperforated VUICum �� I "" �� �i Flange 7/8" conk bottom 5�� ��� �� ��I I I' Weep Screed joint only ii �C'" ( Maintain Metal Flashing Bottom 3-12' Unperforated SELF -ADHERED FLASHING W' P07 SELF -ADHERED FLASHING P O 8 ( ) APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN W PO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Weep Screed Screed 1 1/2" t0 2" Flange 7/8"Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementitlous Sheathing Decorative Finish ' C./ F' ,o"• ••o, RlTlnsideand ° C idecornerwill,pLr Heed to be miter EXTERIOR WINDOW UNIT �t and caulked all;.�Ir. CEMT. FIN. Cement Plaster butt joints need to,; , BUILDING PAPER in accordance0 °" becaulkedusing '� SLOP' SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 In 0.3 in 12.0 in (0.6 c :30.5 cm) _ 0.3 in: 12.0 in (0.8 cm: 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) " SELF -ADHERED FLASHING WIRE LATH >< SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER Z - WIRE LATH -112" Cement Fnew SPY SELF -ADHERED FLASHING Block WIRE LATH 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPER -'Cement •, Screed BUILDING PAPER Plaster 'over block ' lstfloor ' EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge Of weep screed 1" below II finish floor OPTIONAL DETAIL 3 3 ® Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF•ADHERED FLASHING WP1 ® C�L 1 FW-P �/�� n CEMT FFINISH R PARAPET WALL �/ V P 1 G the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD EMTSELF-FINISH WINOW SILDHERED I : I we amcffiq MIN i.d7t#9bas agRO�t2? _ • i y -150 2x12 rag14*3 1 wcd - 14x8 lwcd -- 200 SJJ�N � 16x16 rag'. 16x16 rag 1101 8,a V � , 5" bath duct t 14x14 ragF 4"2ly we "I 5 i 'oT t F } to roof or wall cap ��"5 4" ars li8,.a- w/ standard 70 14xB 1wcd 10- jl 22 cfm bath fan �� x4 1 cd I' ...... ----------------- _ .-..�.:. B r 10x1 rag j } 10x6 1 wcd i xa�r�eas & , - , 40 ' Mx w7� 14 5" a �4 � i 14`= ¢— 3r } uk'0 'R KQiAi✓� � 4 A".$s1`L '�tl °'" � ..............k. 24xl fbr g 7„ 4" dryer duct mug Rom ` to roof cap ; III 12x6 1 wcd I w/dryer' vent box ab ; 160 12x6 lwcd 120 AM 9,a 12x12 rag' wcd e 0 7" # .• s AAacces aml 2x12 rafil, s� s�asaacmuma r .07iR� St*"kF-S is 1 155 s. ?R ........... .II. 3.0 TON W/5KW @240V 1PH 18x13 plen scale : 1 /4"=1'0" platform by bldr S 42X42 A/C' SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof or wall ca w/ standard, 70 cfm bath fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 1 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. ala s F aSPI'!to "b DOM AREA CALCULATIONS UI U.. -ZOT& innpa� c! erns. ¢AMA wee ass 4.0:. -4 w1h SA s s 0 0 0 0 O � s 0 O s � CQ S M O LU LL a o U) //LU / REVIE IE FOR ,ODE CON! " °AIVCE 7. LUCIE JNTY Uj Igor° 0 Z W 0 W U) Nell Q CVZ00 ' O O_ I >- IN m lY U) Z ® z W a 0 D a � m0-Jcnoo Rating