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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIG IT I INDEX OFDRAWINGS R31S.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE:. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, ------ --- BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMEN , AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 0 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ 11/2" TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN- BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) FOR TREATMENT FOR THE PREVENTION - AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ANDLAWS THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE 6. ALL REINFORCING STEEL J STIRRUPS AND TIES SHALL BE TO BE MIN IC EF OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL &'SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS STRUCTURAL CONCRETE- (ACI301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOO NG SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEM RARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'BOR,A-COR" USING ADDITIONAL CROSSREINFORCING TIED TO FOOTINI REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT, IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL: CODE REQUIREMENTS: IT THE ETHAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GA PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th.. EDITION 12020) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY A A 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN TH SE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED .WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (6) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 OF THIS CODE. STRENGTH OF 2000 PSI If m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C2 CONFORM TO ASTM C476AO WIT 414A'r A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA AND THE PROVISIONS 3. COARSE GROUT. SHALL OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE A NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE ELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1oFT1 ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 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 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOE ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** * LL/360 LL/480 TL/240 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. ILASTiC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR [-JOIST** *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" _ R703.7.2 PLASTER. - 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 8- TEMPORARY BRACING AND SHORING OF WALL TO PROVID STOP, IS PROHIBITED. = STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING St iALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED It, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702A(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVYR703.7. OF THE TYPES LISTED INR703.7.2 ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHER WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN 0 DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WATER -RESISTIVE SHALLBARRIERS. SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER TOP CHORD LL 20 20 20 20 25 WATER-.3 BARRIERS WATER -RESISTIVE BARRIERS WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DIL 7 7 15 BOTTOM CHORD LL* 0 0 0 0 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 (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 SO 10 10 55 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP„ U.N.O. TOTAL (PSF) 37 37 1 45 BOTTOM CHORD LL (OPT) 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. COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS. STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, ONE 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. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN. VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. PLAN NOTE POP ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL. FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9: SEE DESCRIBED IN SECTIONR703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB IGENERAL FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. FLOOR LOADING R70S.4 FLASHING. APPROVED METAL FLASHING VINYL FLASHING 5ELFADHERED MEMBRANES AND MECHANICALLY ATTACHED EXPOSURE i OR 18 32" RATEDOSB EXPOSURE 1 6"STRUCTURALIOSB EX E WALL SHEATHING: 7 1 / / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 1B0 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-p 29.9 O 37.0 (+). 26.5 (+) 26.5 20 (-) 28.8 0 34.4 s O 50 (+) 24.8 (+) 24:8 0 0 27.1 (-) 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-C" 16'-O" x 7'-O" (-I 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTE NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR. BUILDING CORNERS. * VINDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. A. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING.. 1 COVER SHEET 1 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUST LAYOUT I S-1 LINTEL- PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC % jg6A ei No 0 ^ is ' X a • LU o ' S-T TE OF r{ ti a� SIONNV �r/r1l Nptt rD o 00 M cc cp i'. Q �e m xk Jx 'BeE S 0 FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES gE ®."o g °" a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BorroM crfoRO DL 5 (PSF) n i � 3 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ' = 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 SPECIAL FLOOR LOADING � I�� tc13 2 � �� � 0 � o PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS 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 e � s W g o C1281, AAMA812, 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 80 (PSF) COMMMENTS: g ' a IS 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 TO AL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ®� z o K v TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS R�UIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) as V `� m APPROVED SURFACE 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 . 3 THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ~ wwN FosEnc caM ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 50 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 O_ fir ^ • UNDER AND LY AB ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. (PSF) g • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, � F z o � • 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 (4 HAND RAILS (d) 200.(PSr Z o o CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, GUARD RAILS IN FILL COMP. (Q 50 (PSF) a Z +''•" >YnF ~:� " ° .. '�' S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ?;I (� Q • AT WALL AND ROOF INTERSECTION. "" `f=' " ` SLEEPING ROOM 30 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES 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 TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR f. O NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS,. AND STRUCTURAL PLANS FOR BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A p w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. s U FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE:Ln It Is the Intent U - a E 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2' DIA, EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1, ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, BEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. ®f Designer/Engineer listed In the tltleblock of these --- ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed _ 6 " PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3, CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to r M. �i 0 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4 DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to o� Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to to the commencement of an work. The Desi ner Eh neer are not c <v o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. � Y g / itl 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 A DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES K4 AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE. construction. All construction MUST be in accordance to the TO FOOTING). ( ) information found in these documents. Any questions regarding the ^��'��"����"��*�•" �"•��" MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W/ (4) s4"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 4. MIS O RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR. ANY REASON WHATSOEVER. KAAND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND CONTRACTOR d NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LBS (USE (2) SCREW FOR AND (5)1/4 LESS THAN TENS O. IF CORNER STRAP IS S OR EQUIPMENT,FROM MOISTURE MOLD FUNGUS FIRE THEFF VANDALISM, TRESPASS, OR ANY OTHER for reimbursement Assurance ement by th eDesigy- r/ nglnee with will be considered 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.for reimbursement r the Designer/Engineer without advanced LFBREEZE FLORIDA 32563 PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GU 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. ' NO MORETHAN10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the tents of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION, DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 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 ® lob Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIOtNS 70') - o >_ REVIEWED FOR I DATE DESCRIPTION (CODE COMPLIANCE 0 ST. L.UCIE COUNTYBOCC DAMS H(OPMES f- W Of Northwest Florida i Q(zl > m <H � �° Z ~ U� -- ® "J ED ZD m VI Model Name / Number: 000 GULFBREEZE PARKWAY GULFBREEZE, FLORMA 32563 FILE COPX ® Plan Issue Date: Thursday, March 11, 2021 VT_ KA PROJECT NUMBER: MOiDEmL. 2020 21-1767 Sheet: r Of. COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(00 BW 1 la" (2) led TOENAILS (2) S6d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (OKod SP1 W/ (6}10d SPF 402 16" STUD, (6)10d PLATE STUD, (4) IOU PLATE BW3 16. (2) SP2 W/ (6) IOU (2) SPi W/ (8)10d SPF 803 STUD,8 18d PLATE STUD, 4 10d PLATE BW4 16" (2)16tl TOENAILS 2)16d TOENAILS SYP NO UPLIFT SP2 W/ (6)-LOd SPi W/ (S)-10d BW3 16" STUD, (6)YOd PLATE STUD 4 IOU PLATE SYP. 439 (2) SP2 W/ (6) IOU SPi W/ (6)-10dBWB SYP 878 16" STUD a 10d PLATE STUD, 4 SOtl PLATE BW7 12" (2)166 TOENAILS (2) IOU TOENAILS SPF NO -0PUFT SP2 W/ (6H10d SP3 W/ (010d BW8 12" STUD, (6) 100 PLATE STUD, 4 10d PLATE SPF 535 BW9 12- STUD, (6) IOU PLATE STUD, (4)) IOU PLATE SPF I= BW10 12" (2) led TOENAILS (2)16d TOENAILS .SYP 0 . SPI BW11 12" STUD, (6) IOU PLATE STUD, (4J6� PLATE SYP 585 BW12 12" S'TUD, 48 IOU PLATE STUD, (4) IOU PLATE SYP. 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL r4 SEE PLAN .MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. BEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WRH--SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS O TOP & BOTTOM EACH END FOR WALLS TPER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - PLAN FOR MORE 2X P.T. W/ 1/2" A.B ® 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SI MPSON SET W/ i SW= SHEARWALL MIN. 7- EMBEDMENT PAST STEP. DOWN. 'r REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD (9 32' O.C. 711W OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4-W WALL DETAIL IN HELD AND EDGE. SEE GENERAL NOTE#8 BRG. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED 0 EACH STUDAS INDICATED 4. SP4, SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE S, IF "Bw" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/iW ass PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO W SIDE OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNO SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IF THE BEARING WALL 151NOICATED WITH THE BW3. BW4. BW7, 3W10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED MTN HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUI RE THE ANCHOR SOLT A17ACH MENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP3/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 01 0) 2 X 4 #2 SPF (4) -18d TOENAILS 0 C2 2 4 #2 SPF OTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4- X 11/2- 2145 (3) x SDS SCREWS (3)2.X 4 SYP #1OR- (4)-16d TOENAILS 0 DT72Z W/ 1/2• WEDGE 2145 �. (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" SDS SCREWS C5 4 x 4 P.T.#2 ASU44 W/ 5/8" ATR* * U = 2205 SYP POST & (12) - Lad NAILS 6x 6PT.#2. ABU66 W/5/8"ATR** G-12000 CB SYP POST & (12) -16d NAILS U - 2300 8x 8P.T.#2- ABU88W/(2)-5/8"ATR-- G=24335 C7 SYP POST &(18)-16d NAILS U=2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HOUSSDS2.5 W/ (14) 1/4" X ' 21/2" SDS WS & 5/a" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR"'. 3.5 X5.25 P.L HDUS'S S2.5 W/ 1111) 1/41,x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR. OR ATR** C10 3.5 x 7 P.L 1.8E Fb-2400 PSI HOU8-SDS2.5 W/ (20) 1/4' x 21/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Po-2400 PSI HDU&SDS2.5 W/ (20)1/4" X 2 1/2" SOS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUS5052.5 W/ (20)1/4" a C12 1.8E fb-2400 PSI 21/2" SDS AS & 7/81P. EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON we. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING 8d OA31" X 2 W 0.J31' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS IOU OR 12d 0.148" X 3" 0.131" x W SEE PLAN BLOCKING & TOE 0-146" X 3'/" 0.131" X a -A' NAILS & TOP PLATE 1.2d 0:148" X 3 W, OA31" X 3''A' S" O.C-(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS IOU 0.148"X 3" 0.131' X 3" 8- O.C,(COMMON) STUD PACK G" O.C. GUN L COLUMNS led 0.162" X3 95- 0,131"X 3'A" (2) i6D(COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 0-2 x 8 #2 SYR W/ 7/16" CONNECTION: PROVIDE (2) DES FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2)- BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF i2d NAILS 0 12" OR (2) SIMPSON BETA15 TO CMU O.C. TYP EACH SIDE COL P.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 4� OSB FUTCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HT520 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETAIO TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) CBS FLITCH PLATE. NAIL SIMPSON LSTA24 OR 12) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS B 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE -COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' z 91/2 SDSWOOD OR (21 SIMPSON HETA16 TO CMU OR (2) I SCREWS @ 16' O.C.',TYP. COL U.N.O. ON ROOF PLAN, EACH SIDE (2)-13/4-X117/8F LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2)'. ROWS SIMPSON LSTA24 OR (21 1/4" x 3112" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA36 TO CMU EACH SIDE COL U.N.O. ON RCOF PLAN. (2) - 1 3/4' x Is- LVL 2.0E Fb=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON WS20 TO WOOD POST SCREWS 016" D.C.iTYP. OR (2) SIMPSON HETAS6 TO CMU EACH SIDE .COL. LIAO. ON ROOF PLAN, GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Fit (2) " 2X6 42 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 117 FLITCH PLATE THIS SHEET H4 (2).2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3)-1314-X 111/4 ATTACH TOGETHER Vd"-(2)ROWS 1/4"X3 U2 LVL 2.0E Fb=2600 PSI SDS WDSCREWS @ 1o.C. TYP. EACH SIDE '.HB (2) -1314- X 9 114 ATTACH TOGETHER WI(3)ROWS 114"X 3112' LVL 2.0E Fb=2600 PSI I SDS WD SCREWS @ lV O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS. 2X4 WALL 2X6.OR 2X8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END ` EA. END V-O" - V-11" (1) (2) (1) (2) _4'.0" - 9'-0" (2) (3) (2) (2) 10'-0"-.16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR 13) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. AFTSMAN ELEVATION NOTE ALL FRONT ENTRY COLUMN CATIONS USE THE FOLLOWING: SQ. CMU BASE W/(2) #S'S ',F. W/6X6 POST W/SIMPSON U66 W/ 5/8" ATR & (12) 16d ILS IN CENTER W/COLUMN WRAP E ELEVATION FOR BASE HEIGHT MPH OPENING PRESSURES ENCLOSED -EXPOSURE B I Q A % *27.6 / -29.9 g ( B ) +27.6 / -37.0 I +26.5/-28.8 \1._.+26.5/-34.4 +24.8 / -27.1 � ( F ) +24.8 / -31.1 f (: 1 +24.3 / -27.5 1 �,� +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE". WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED "ALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES I L R302.5,1 Door from garage Into house must be a minimum 1 3/8" Solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Vemilation shall be permitted to exit through the soffit If solid soffit Is Installed V-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a f[Dorceiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top Of the Bill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exLerlor of the building, the operable window shall comply with one of the following (3 listed methods]. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. S. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone On .roof diagram nailing schedule or 5/8" CDX 1X T&G acceptable for substltutlon. 7. EC: R402,2.4 Access doors from conditioned spaces to unconditioned spaces (s.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. S. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be .determined by one of the methods specified In sections M1502.4.5-1 through M1502.4.5.3 9. Callings for exterior er tdes and covered porches to be 7/16' OSB on underside of roof trusses shall be attached t0 all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at Q" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl Ceiling to be attaches to OSB per manufacturer spectflcatlons %j •i if lr-ty41,VZ1X BOCIC FIDE COPS(, AREA CALCULATIONS let FLOO(A 2020 S.F. LANTOTAL LIVING (AC) GARAGE IS COVERED ENTRY (BASE) COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 2020 S.F. FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Jab Information: u�I7 Uf N M m J tD N 'a ®� -/yj•A :D 62 'L'L^^J .J W v/ U) ♦ Model Name / Number: ♦ I Plan Issue Date; Thursday, March 11, 2021 :VT KA PROJECT NUMBER: 21-1767 593.S.F. I Sheet: 34 S.F. 200 S.F. 2847 S.F. FLOOR PLAN Of: GENERAL FOUNDATION NOTES 49'-8" me 20'-6" FYC� 10'-2" Im 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X610110 W W F. OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-294 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABVSLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. g NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. B ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE SIZE DEPTH REINFORCING GRAVITY CAP. Ibs P-0" X CONT. 1'-0"2 #5 E.W. BOT. 2000 FMARK 2'.0" X 2'-0" 1-0, 3 #5 E.W. BOT. 7200 2'-6" X 2'-6" 1'-0" 3 45 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BUT. 15600 F3.8 3'-6° X 3'-6" 1'-0. 4 #5 E.W. 80T. 21500 F4 0 4'0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4 6 X 4-6" 1'-4" 5 95 E.W. BOT. 34500 F5.0 5-"X `0" 1' -4' 42500 F6.0 6' -0" X 6'-0" V-4" 1 #5 E.W. BOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING PLUMBING RISER N.T.S. F2.S] I ' FF2.5 I F 03 3 1 ' I � 1 I U 1 p I I , I ' 5,_611 3'-4" I � 1 � � 1 2,_1011 3•_6" 5,_2„ 4,-4„ 3'-8" ,-4., 7'-0' 3'-0" 1 ' I � I I STEP ON. 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ICI ;__ , ■ II III D ■ 1 011, SINK ; 1 iv �-L— 16'-8„ 'p 7,_1„ 3•-g" Id 12,_2„ , m VERIFY LOCATION I 5o ; ■ W/ BUILDER PROVIDE CHASE VTR ' ; FOR HVAC UNIT Q 2x6 WALL] ■ VERIFY LOCATION _ I c� '4i � - q ' 'I WASH 11 I DRY I ti ' III II m 7'-0" 3 -0" L` _ J J L — J 11---- -- -''!' � ■ ; FM12 7D ' 3 3 ■ _ I � 1 N__ __________ _______________________ ------ ___________ I i ' ■ ■ I ; � ° ' — I— — STEP rn nI rI�A I W.H. 2 II /-- C IIL;'',I;''; L — J J�I ■■ r'I;II 29'-4" ■ II In 3 3 '•0jp 3-13'12 •01 4� --- ---- — - — - — --- I O i FM01 ;. ro if1 ■ , (j U N 3 I ■ ■ ' w STEP ON. i O N ________________ _______ N a i 0 Q ■ ■ ■■ ■ ■ z ; F2,5 F awl, op I I I ■ m ' I F 13,-011 Q 309 F2'S t a OSE (2) #5 BARS (2) #5 BARSBIBS __________________ W/IN EA. F.C. W/IN EA.F.0 -------------'-- -----' 4 -------------- ----' ---' 3 ro '-4" (. n 81.01, 2'-0" 1 16,-0" 2%0„ 1. 81-0" 1 10'-01, 1. 20'-0" I 191-811 11'-81, ILE COPY FOUNDATION PLAN SCALE: 1/4" = ALL ELEVATIONS -,Qp$LOIt/ ` v : 6 ` No 4 %'0•• TAiE OF :9 '• P roLO E�R ' 4k 4k xt g (i 8 6 01 0, li w m wmev �; ■N�M10 a a EQ� w i Q pia d W y S �� a ■���� °° m a v gas ', ;:. W aa r S 3.`° NMMPDSENGWIMLO ❑ ❑ ❑ O Z _ Z Z Q O NyN el N a _ Z ti w r O m HIV ^V)55 W LL � C � c d �m U N E fi. '® g 00 - S 0—� a N Qlm I I FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: I..L 0 E) w o N � �� cH e-I m � 0 � U zee J �a N OJLLJZ:) a LO - LL .I /y� I.A.J (I) U) rV Model Name / Number: VI Plan Issue Date: _ Thursday, March 11, 2021 KA PROJECT NUMBER: 21-1767 Sheet: 3 Of: 49'-8" FOUNDATION PLAN A-B (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24°' (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 81. REINF. OPTIONAL CURB FOR F F. VARIES GRADE. SEE PLAN MASONRY C4 ELEV. 0'-0— W/ (1) #5 BAR CONT. v x o ). 2 STORY: 20" X 20" ! °••° REINF. N W 3-#5CONT. 16" (2) #5 SEE PLAN ,►. ; , , REBAR BEARING (2) # 5 REBAR" FM01 SINGLE STORY FTFM02 I SECTION @ GARAGE REINF. SEE PLAN _FY S. (1)-#5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0- (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE. OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP.. I [GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3 - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1/2"=1'-0 = 1'-0" = 1'_0" 2x ERG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN ".,�•-= x 8„ 4„ 2-#5 REBAR FM11 STEP DOWN BRIG. 1/2"=r-0" FM STEP DOWN NON BRIG. 1/2"=i'-D" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" SEE PLAN ELEV. 0'-0" WITH CURB g TYP. SEC. (1) #5 BAR CONT. �k 8" ,I• (G.C. VERIFY) ; _I l z n r •"'y r r F.F. REINF. i ip (SEE PLAN) d 2 #5 CONT. INSTALL LINING '." ` • • w 2 #5 BENT BARS W/ MATERIALS PER ° * ' LU N ;. MIN. 25" LAP SPLICE FBGR P2709.2 ; MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-0" FM18 TYP. STEP FTG, DETAIL 1/2' 1.'-0- ALTERNATE: GRADE REINF, \L THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE N E - - FOR EA. HORIZ. iv REBAR, TYP. U.N.O. "! _ (2)#5 REBAR EWED FOH A/C CHASE yy� 4" PVC SLEEVE C V DEC IC THRU FOOTING sT. LUCI )C N FM19 I TYP. CORNER BAR DETAIL 1-1/z"=r-0" FM23 I TYP. FND PENETRAIMC 1/2"=rdo 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 O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2'-O"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'.4" >3'-4"-4%0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'.0" W/ (5) #5 BARS CONT. >4'-0"-5'-4" 16" 16" 48" 48" & #5 0 18" O.C.TRANSV. 1162# 2'B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTFC" SEE CHART ABV. •MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4.0" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. B RN GRADE - TO TOP OF STRIP FrG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP HTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER d FMASW I STEM WALL SCHEDULE FILE CCU 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'-C" FISERMESH CAN NOT BE USED AND r. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED Lm EACH FILLED CELL LOCATION. EACH BAR TO PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM /—LEE NOTE 3.IF.STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO / #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h " TALL (TYPICAL ALL CORNERS). c 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.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 R403.14.1 THROUGH R403.1.4.2. 9, EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL NTS IL co ti ro Y g 10 W d p mp8 a IL y $ � ] EO, -UAt4 3: p t. Ina L c 3"tr wa.-� 11 g m gP S. Z dd a d EA C� % E � U RP'u 2 eg'3 N U J N 1- WAIW.FD3EN6.COM ❑ ❑ ❑ O z z $ z a r z N m IT! O Y •O w N 4 W IV Eum u r L -U m o v o Q" ¢c'4 I14m) I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: LL �O Z o c L0 L0 LLj m a 0 0 0 � ®-1L1JZD LO M 0 0 ♦ Model Name / Number: ♦ I Plan Issue Date: Thursday, March 11, 2021 ♦ KA PROJECT NUMBER: 21-1767 Sheet: 3101 Of: SCHEDULES & DETAILS 1 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,020 X 3 = 6,060 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 400 GEN LIGHT'G & RECEPT. + APP. CIR = 34,610 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,610 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ®100%=10,000 +40%OF"A"=(•40x24,610) = 9,844 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,844 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL co 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL ALTERNATIVE PROTECTION BARRIER FM24.1 N.T.S. IN - - - -------------- I , INSTALL FAN II��'" BOXPREWIRE 11 p cn \ \ n / � HOSE BIBB —� / ✓/� INSTALL FAN BOX PREWIRE I 1 b' c=D 4 Kz FAN, Ii PREWIRB I / I / r INSTALL FAN BOX PREWIRE FOR D/W INSTALL FAN -- - - '. BOXPREWIRE ' --/ , r -I, �.t -------' — - - — ------------' ------- - Fl , WP GFI VERIFY _ , LOCATION i iGFl IN FIELD FOR GFI ELEC. METER t... \ GFl / I FOR H01 220 , ;GFI INSTALLFANj I ■ U. Fl I BOX PREWIRE ff..__..11 I WASH U. , GFI I. m 220 ELECTRICAL 220 W.H. GF, PANEL I0.42" I CTR. OF WINDOW _ . ATTIC ELECTRIC ' / I �IFREQ'DBYCODE GFI "\ GFI 4- OR FOR GARAGE DDOROPENER-------- FOR GARAGE •-- --"'— DOOR OPENER : WP ' NOTE: GFl \ „ LOCATION OF. METER AND PANEL BOX ' TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL \ " GFl BE ADDED AT METER LOCATION. „@42" COACH LIGHTS ON � � � WALL BEHIND WHEN /COACH LIGHT CRAFTSMAN ELEV HOSE BIBB COACH LIGHT 77 COACH LIGHT — - — - COACH LIGHT ELECTRCCAL 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 217 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). B. 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 A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS, ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH `/ V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE'(WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET - 110 VOLT SPLIT SWITCHED OUTLET ,11,,LL y GROUND FAULT INTERRUPT 'i DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (E`— DOOR BELL ® SPECIAL SERVICES OUTLET Dp P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J BOX .JUNCTION WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING FAN W/ LIGHT I C KMfEBATH INTER�L�� C ARAUE ® L.E.D. DISC LIGHT ®NIC LISL UIME COUNT`. OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRI AL ONTRA TOR 2010 AMP SERVICE 200 = 2/D COPPER OR 4/D ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TOA 4C V d% PANEL # 10 COPPER TO W TER HEATER V # B COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROE) W/ MIN. B' DEPTH b) BONDED TO CON71NLJOUS 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. $ tll co 0 2• uuu555 0� Ln c n95��' Wtgn+m��6 a J m LL W '6 0� a 3 I- "'���E LL ; 9 p o w 0 V ° WWW.RISENG.CDN ❑ ❑ ❑ C } Z po Z 0 Q � a N In Z,n V �MJ 0 LL M w M O //In = c iM V m I_..... w t VNINE < �rY pQ A DAMS HoMgS am FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 6 N 0 L`LJ / 0 cym � (6 CL rl ci 3 � U 0 _3 Lu -n a -, J m w (1) LO LL ® Model Name / Number: ® Plan Issue Date: Thursday, March 11, 2021 ® KA PROJECT NUMBER: 21-1767 Sheet: Of, ELECTRICAL PLAN TOP OF BLOCK FIN. FLR. TOP OF I sk- - 0 00 kFI1 12 6 ALL LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48° OFF RIDGE VE NT 12 61 @ ENTRY BOT OF BLOCK. FLR. 4 25 SH 48" OFF RIDGE VENT ■ 25 SH 00 25 SH FIN. FLR. J. FLR. c0 CO 'DOW HEAD HGT Ll DBL 25 SH — 35 SH 2840 SH 2868 FRENCH 1 ITC TCVTI IDCn nF1`r1011T1\/C ...0 ..., .... DOOR w/ F/P/ OPTION CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" OF BLOCK LO FIN. FLR_ — —BEARING @ ENT BEARING @ GARAGE 0 00 FIN. FLR. LEFT ELEVATION 'IA' SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = net all Inches of venting needed eatially for Intake nd exhaust Soffit product provides 4.12 net sq In/sf Ridge vent provides 18.00 net sq in / If Off ride vent provides 138.00 net sq in / sf _ Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2847 s.f. Total needed for exhaust for upper 1/3 683 nets inches Total needed for intake (soff it area; lower) 683 nets inches Number of Off Ride Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed(can be used in combo with ORV) 38 Lineal Feet of Soffit needed to meet required 125 Lineal Feetof Soffit providedb 'plan 188 TOP OF LITE TEXTURED DECORATIVE 00 CEMENTITIOUS COATING 25 SH _FI N_FLR., RIGHT ELEVATION 'IA' -'- SCALE! 1/4" = 1'-0" 11211 N 4•70 ; ; , N ; , 1D" 2„ REVIEW DECO. STUNOm BRACKET 1130 SCALE: 1/2" = 1'•O" 12 .. ... ............ 61 4 N BRACKET CEILING@ 10'-0"A.F.F. DET. THIS SHEET ENTRY BRG. @ 10'-011 ------------------- — — 16"x30" DECO. .. VENT TYP. — TOP OF BLO K �oaa oo�ao�o� ®®�- �000 00000000 a�� �000 a000000o 0Ij 1 �0 FE� E1 1E11 I�—I�IU��I�I E1E11E-1 25 SH 25 SH — IN. FLR. 8' X 7' 16 PANEL 16' X 7' 32 PANEL 3068 DOOR W/ 16" HIGH OVERHEAD DOOR OVERHEAD DOOR TRAN. ABV. LITE TEXTURED DECORATIVE DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS FRONT ELEVATION "A SCALE: 1/4" =1'-0" w��QP• °E;NSE q N o O ' C)rJ till I►I%�i T W a w F- H t0 V 0 00 41 F uotoi 0 00Olt Qjg * * 1p milSaOgm Ci Ci to E r 0. 4AEx ow N r(n ZJ9 z i o z�g a NR LL ZN -E e a z 8 nT WWW.FMING.00M ❑ ❑ ❑ C9 �MPMh 10 z a $ z 01 a N a Z m in M i w v V ' a W 00 F e 00 — �000g 'a( N O bD 4�m REEk FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F1 Job Information: Cr. 0 Z ur) W d m a 1-4 Z I—YUm � a ®-1Lu� 4 -jmw� F Model Name / Number: I/ Plan Issue Date: Thursday, March 11, 2021 FF KA PROJECT NUMBER: 21-1767 Sheet: Of, ELEVATIONS - A SEE DET. T803 1 G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16- OSB, SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS NN EQ. MEN moll \ w EQ• BOTTOM CHORD GABLE END BRACING ® OP CHORD 2X4 #2 SYP 4'-0- O.C. MAX. FOR FIRST 14) 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. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ME] RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5251111 WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4.12j-[12.12] (SO FEET) (-) VALUE DENOTES SUCTION a=4fl AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -07.02 -51.06 -51.06 -SLOB 10 GABLE -37.00 -3700 -58.99 -58.99 -58.99 -76,03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE1• 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 INFIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q 0 SHINGLE: la32" EXP. 1 (220) TII F• 'R32' EXP.1 (41120) r 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO8d (2 3&" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN la32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (21h" x 0.1317 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2) 4(4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 1 T' O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:12]-I12:12] @ 16" 0.0 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 le SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT ^PENETRATE SURFACE MORE THAN ✓e. O NAIL AT BASE 2 ROWS @4"O.C. w/Sd COMMON NAIL. @ NAIL AT TOP PLATE TWO ROWS @4"O.C. w/Bd COMMON NAIL. © NAIL OPENING PERIMETER W1(2) ROWS 4" D.C. w'I Sd COMMON NAIL. O NAIL INTERIOR AT S"O.C. wl 8d COMMON MAIL. O STAGGER ALL VERTICAL JOINTS 8 NAIL @ 4" O.C. w/8d COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. @ (2)8d NAILS 03"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. 16/32" 058 - EXPOSUREI SHEATHING II 11 II II PROVIDE 13LOCIUNG I 11 II AS REQUIRED PER SECTION X-X IF NOT _ I 1.11 il___- FULL HEIGHT SHEET -------- @ �FLOORSYSTEM NOTE Ed NAILS FOR WALL SHEATHING MUST. BE MIN.131"X21/2. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2).2x TOP PLATE BEYOND 1113- OSB EXPOSURE 1 SHEATHING. - - ______ _= ==n=== ----� -. N 1 I I 11--T 11 I) I SOLID 2x BLOCKING N- F IT 11 II : II II I @ALLSHEATHING w 0 III III III II 1 II II II III II II1 II 111 11 II III EDGES (SEE SECTION X,X) p III III III C ❑ II �I III II II Iz III II D II 1 IN III III CRENING III II II II I III II 11 I I III C III X it II LLO� E IIII II 11 I II II II I 2x STUDS BEYOND. w w8 III N I111 1 1 1 N I III II II II L 111 II II II SEE PLAN x -1 IIII NI I I 11 I I I I li I II I II II II o� NII II B IIII II II I 1 OZ IIII III I I N 1111 I I I II I II JI 11 I III II II II y- III[ I I 11 IIII II If II 1 I I IIII I I II IIII II II I ALLSHEATHING I I A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATIION DIAGRAM 318" �wt- Nix LL Zau cy 2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 *2 SPF TURNED VERTICAL W/ 7/18" FLITCH PLATE TO WI (2)12d TOENAILS EA END. MAIL FLITCH 3181 "T = NAIL PLATE.TO VERTICAL W/ (4) Rd SPACING NAILS U1. 12" 1/2"� tfl STAGGERED NAILS @3°O.C. STAGGERED S 2" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X"X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. c"pxsTo"sulrrvu,o" muWu,"x , urun am"aw COryx"'s°"". m"v ' NER "ulw EASING va w a / 1 1911Je.11R^. I,, III "I III,Ull UlpU" • SSI- us . I/IT 11 "•i r-w/xpn /mwapum �e, mea Uz Islsm"sin. ERIC s /" IT, / /,. rvrx 411 / It I V" SESSCREVE5 C 4i. ale W s / s 1 a" URFI1, .11 u" I .11 SEE, IT./". ""°/x. "n/m rn ". a/x[inic _,.,I, -.. I1 .ra- SEE UE.R x TRUSS NlANUFARUISILI 11 Ill . IT " xwuxexsmussoww xcs n vm�ALL' IRRE.UITS ROOF CRI" -16" OVERHANG @ EAV -12' OVERHANG 0 GAE SQUARE CUT FASCIA -ROOF PITCH PER ELEV, -SHINGLE LOADING SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SRF SYP. CONNECTOR & FASTENERS SPF SYP TO HETA16w/(9)10dx11/ToR HTA16w1(10)10dx1112'OR OFRAME MASONRY HE'll W(9)10d x 112' 1810 HTA20 w/(10)10d x 11/2. INS 1870 O FRAME TO H2.5Aw/00WNAILS 5" 565 RT7AW(10)Bd NAILS 515 5B6 FRAME TO H10AWAIII dx 112' 1018 1040 RTl6Aw/(17)10dxl 112" 895 1020 ©FRAME FRAME HI0A-2w/(18)l0dx11/T'AT 2 PLY TRUSSES ON 1080 RT16-2w/N6)10dxl 1@"AT 2 PLY TRUSSES 935 1060 FRAMETO MTS12W(14)10dxll2"(ATERTERIOR 840 MIW12 W04)10d x 1 Ili EXTERIOR 1OD8 1196 OD FRAME LOCATION INCLUDE )12d TOENAILS 990 LOCATION INCLUDE 3)12d TOENAILS) OFRAMETO E MGTw/(22)iWNA1LSAND5l8" A.T.R.W12" 33� 3965 MUGTI5 W(28)10d NAILS AND SIB' A.T.R.W 3330 4495 MASONRY EMBEDMENTW SIMPSO4'SET"EPDXY 1T'EMBEDMENT w/SIMPSON "SET"EPDXY FRAME TO HTSM w/(24)1Ddx 1112"(AT EXTERIOR HTW20W(24)10d x 11/2"(ATEXTERIOR F FRAME LOCATION INCLUDE (3p2tl TOENAILS 1125 1310 LOCATION INCLUDE, (3)12a TOENAILS 12B5 15" FRAME TO (2)HTS2Owl(4S)10dx 112"IATEnR10R (2)HTW20 w/(48)10dx 110(AT EXTERIOR F1 FRAME LOCATION INCLUOE(8)12d TOE1VAIL5 2290 2820 LOCATION INCLUDE (0)1Zd TOENAILS(EA) 2570 woo H07.2 W (16)10d NAILS AND (2) 51B' AT.R. HUGT2 W (16)10d NAILS AND (2) BIB" A.T.R. O FRAME TO w/ 12' EMBEDMENT M SIMPSON "SET" 1080 w/ I Z'EMBEDMENT W/SIMPSON"eET' 7020 W90 MASONRY EPDXY(HGT.T FOR 3-PLY) EPCXV(HUG73 FOR 3-PLY) FGTRW IS)1N" x TSDS WOOD SCREWS '"400 RFUS w/(12) W93 WOOD SCREWS AND 7100 OFRAMETO MASONRY AND (2) 12'x YTrrEN HD ANCHOR BOLTS 4725 (4)314-xW WEDGE45OLT 0) LGT2 W(16) 18d SINKERS 11 FRAMETO &(7)1/4"x2-1N"TTEN2 /750 2030 MA50NRV SEE NOTE Mi BELO J2 FRAMETO MASONRY/ (2)'. LGT2 M (32)16d SINKERS & (14) 1/4"x21/4"TREN(2 PLY7RU55) 350" 4060-M 12) LUGT2 W (32)1EE SINKERS d (10) 114'x3"WEOGE-ROLTr2PLYTRUSS) 3100-M 31DO-1 F 3770-F 3800E 4520-I FRAME OR (26) ISd SINKERS FOR FRAI.E (EA) OR(32)18d SINKERSFORFRAME(EA) J3 FRAMETO (2) LGT3 w/(24) 1/4' x 3- SOS SCREWS (2 PLY TRU89) &(21161 47MTFITF.M 6570-M (2) LUGT3 wl(Z4) 11C x 2112"WS25 SCREWS &(4)INKES 8480-M 70541 MASONRY/ .FRAME INKERS OR (52718tl SINKERS FOTY FRAME(EAI 5010E 8880E FOR FRAME OR(58118d SINKERS FOR FRAME (EA) 6480-F nto-I BEAM TO HU410 OPT HUC410 W (19) TITEN (1#4500 HD410 OPT HD4101F wl (20)1/4" X 3" G43355 OL MASONRY 1/4"x23WA(10) 10d NAILS UN800 WEDGE-BOLT&IO 10d NP1L3 Up850 TO HU40 OPT HUC48w/(a)1w NAILS G41540 CONDO HD460PTHUM8W(8)Iw NxL68 OM625 OW 5 ©BEAM MASONRY/ (12) Ile x 23/4" 7REN (TO MAS.) U#N0 U7135 (12) URI"x 2 aW TAPCONS (TO MAS.) U91030 U#850 FRAME OR (12) 161&(6) 10d(FOR FRAME) SYP-F SYP-M OR (12) 18d 6(6) 1 Od(FOR FRAME) SYP-F SYPW FRAME TO (2) HETA/6 On (2) HUA20 1920 1920 (2) HTA16 On (2) HTA20 1870 1-PLVW(10)10dx 192'OR 1-0LYw/(10)10dxll2.OR MASONRY 2-PLY w/ (12)16tl 2366 2365 2-PLY W (12)160 2430 HTSM16 wl(8)10d NAILS AND (4) 1^21M- 955 1110 HTWMI6 W(8)10d NAILS AND (4) 114V 3/4' 1145 1225 FRAMETO. TAPOCRONS WEDGR.BOLT O MASONRY HTSM20w/(10)10d NAIL MD(4)iN'k 1/4" 355 1110 M20 w/(10)108 NAILS AND (4) 1/4'x1Y4" TAPOONS WEDGE -BOLT 1145 1225 OFRAME P TO H10SW(8)8dx11/2"NAILSAND(2)318"x4" ]eo 910 MASONRY TTAN HD DTT22 wl (9) IW xi 12' 8DS WOOD DT TZ w/ (8)1N'x1 117 WS15 WOOD OMASONRY FRAME TO SCREWS AND (1) 12' B A.T.R. EPDXIED W INS 2146 SCREWS AND (1) 17 S A.T.R. EPDXIED w/ 1510 1835 SIMPSON 'SET' (SEE NOTE #4) SIMPSON'SET' (SEE NOTE #4) HTTS w/(26) 16d Y211Y NAILS AND (1) 518.8 HTT45 w/(26)16d x2112-NAILS AND (I) ® FRAME TO A.T.R. EPDXIED WSIMPSON'SE 4376 6090 WE A.T.R. EPDXIED w/SIMPSON -,ET' - 5006 MASONRY (SEE NOTE 44 BELOW) (SEE NOTE#4 BELOW) HTT4 w/(18) 16d c2 la' NAILSAND(1) 518"0 HT45 w/08)16d o21/2"NAILS AND (1) O FRAMETO AT.R.EPDXIED w/SIMPSON'SET- 3M0 4236 WE A.T.R. EPDXIED w/SIMPSON'SET" - 4160 MASONRY (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) TO. FAME TO 11109 w/(24) 10d A 12' NAILS 735 910 LUGTI W(23) 8d x11/2'NAILS 875 1045 FRAOFRAMETO HMIKT w/(4)Ifil 1In'SDS WOOD. 7� RT1SM W(9) 1 W x 112' NAILS B 1395 1395 MASONRY SCREWS &(5)1/4•x21M" TAPCONS 7� (4)1/4'x 13W TAPCON3 TO VGT w/ (16)1/4- ' BOB WOOD SCREWS & OFRAME (1) 518.0 AT.R. EPDXIEDW SIMPSON"SET' 3856 4940 MASONRY W /T MIN. EMBEDMENT (2)VOT w/(32) 1/4'X3'SOS WOOD SCREWS OFRAMETO 'MASONRY &(2)'S18'0 A.T.R. EPDXIED .1 SIMPSON 5170 TIES 'SET" w/ 1z MIN. EMBEDMENT FRAME TO VGT wl (i6)1/4`x3" SDS WOOD SCREWS 8 MUG716 w/(?2)10d HAILS HTT45 wl(18) O FRAME HOU45D32S w/(10)i/9"x2112"SDS WOOD 9285 4585 1pd NAIL58(1)S/B'H A.T.R. - 4160 SCREWS &(1)5/6'O AT.R. (2)HTTS w/(6Z IWx21/7 NAILS& (2)HTT45W(52)/6d"x212"NAILS OFRAMETO FRAME (1) WE AT.R.(SEE NOTE") 4375 5080 &(I) 518"BA.T.R.(SEE NOTE #41 S005 1. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS W (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP 41 Z5W TO TRUSS VERTICAL WEB W (2) ROWS OF 10d NAILS @ W O.C. STAGGERED 5. 12' MIN. AT.R EMBEDMENT @ CMU BOND SEAM U.N.O. S. SCAB TRUSS CHORD W 4'-T2xSYP #2(MATCH CHORD LUMBER SIZE) w/(2) ROWS 10d@ 4" FROM END& C O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE O MINIMAL CONNECTOR UNO ON FRAMING PLAN L CONNE70NFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ UNTELSI ICF WALLS UNO ON PLAN 2. CONNECTION AT 24.M 3Y O.C. PENDING VERTICALS FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALLSSEE DETAIL FS121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSIICF WALLSAINTELS 4, CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" 0.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFIJCT wITJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2)12d TONAILS O MINIMAL CONNECTOR MOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR SEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS ANOIOR BEAMS 1. SHINGLE OR METAL RROOFBFRAMING NOTES E 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 J. 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 Bid NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1,1 ... -- NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW 1�IIQQ��yyQQVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TOQBFg8Cb1S OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS RFMMED UNLESS LAYQUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. a55 1 . LC]i�C U FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR iCF WALL SEE IYP. WALL SECTION ° - METAL DRIP EDGE + 2 x SUBFASCIA o ALUM FASCIA -- - 2x4 P.T. FASTEN TO C.M.U. w/ 11/2". LONG' T-NAILS 0 2'-0" O.C. SECURE J-CHANNEL. 9 12" O.C. VINYL OG.C• SHALLVERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/a"=r-D" RR ♦� e�'�E� s:E . �r, 6T $6A RID L O" ♦♦ is CT L F " 6ffi i59 a m N �i OD OD � r �s�g R gN °""1 Ow�RS LL IJL LL E Es 2 ® pia ° F o N CD m s g 2 f2eel � ❑ ❑ ❑ H°>.S+FO WYW1I.FDBENG.COM o Z a N a � _ N 04 N (`... N (� ro A FLORIDA CONTRACTORS LICENSE NO. CRC133o146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE vi Job Information: F_ 0) '�°e '� O aN` M � N 0 O 0) ®_jLLJZD � LO o LL J 03 (n V) Model Name / Number: Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-1.767 Sheet: b Of: ROOF PLAN A & CR TYP. TIE BEAM W/3000 PS.I. CONC. W/1 95 REBAR CONT. St SON SP4 W/S) - TOO X 11/2 SP5 OR BOB FOR 2X6 AND 2x8 WALLS DOUBLE 2z 70P PLATE LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & P SI STANDARD HOOKS SEE GROUT,, MIN. 255 " MSO5 FOR MORE INFO LAP (AG 530) TYP. FILLED CELL W/30DO TYPICAL SHEARWALL SEGMEI P.S:I. CONC. I W/1 #5 REBARVERT. ALL SHEARWALL SEGMENTS .., INTERIOR BEARING WALL CONSIST OF FILLED INTERIOR SHEARWALL CELL EACH END WITHOUT EXTERIOR FRAME WALL AN OPENING BETWEEN. y. 8" C.M.U. FLLED CELL: FILL BLK. CELLS WITH 30DO - GROUT ONE 05 W LOCATION: 2"x 42 SYP/SPFPT. W/ SHOWN ON THE FOUNDATOOP (3)1/2" X 8" "J" BOLTS OR DONE. SLAB SEE PLAN AND FLOOR PLAN. (3) 1/2' X 6" EXPANSION FOUNDATION PLAN MIN. LAP 25" (ACI 530) ANCHORS OR (6) 3" X 1/4" FOR MORE INFO TAPCONS OR (8)27/B"HILTI TIX-DNI TOP BLAB NAILS — 2x BASE PLATE SEE PLAN FOR MORE INFO ('^ FRAM (EXT/ G/SHEAR) WALL TO N,T.S. MS03 MS02 TYPICAL SHEAR WALL SECTION MASON RY CONNECTION DETAIL #5 REINF. 120" MIN. LAP BAR R #3 OR#4REWFORCING 1 BAR #a R #4 1 AP SPLICE 25" MIN. LAP #5 STD. 90° HOOK 05 REINFORCING BAR #51 AP APl ICE SCAIEa"d'-0" � 3BP MIN LAP #6 REINFORCING BAR •* GRADE 40 U N 0 #6 TAP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%' 12" O.C. 1 2 x 6 1/4" X 2%' 12' Q.C. 2 2 x 8 1/4- X 2%" 12, D.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST i UNTE1 (2)2X P.T. BUCKS W/ BETWEEN FABTEN PT2 NAILER TO MASONRY IF DOUBLE 2X NAILER Is USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED Fmsiil 2x BUCK DETAIL N.T.S. FORM & GROUT SOLID } U 'k—#5 BAR CONT. U 1 12" LINTEL DETAIL 1 3/4=1•-0" NOW, (r 1 1:0 01 LINTEL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 RESAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. " 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNTF.L AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FAR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PR(CRETE F= RILED WITH GROUT/U-UNRLuz, 6 REBAR AT TCP . MIN. 11)R Q'D R-RECESSED j� QT'f.OF#S CLEAR �RF&ATEL CAMW OF LINTEL CAMTY zTOP KNOCKOUT 'COURSE LOCK 10F16-113/1T}I1IMINAL) `QUANTRY OF WIDTH age PAT n5REBARAT BOTTOM OF TO NOG o UNTELCAVITY IITI BOTTOM REINFORCING 7d 8"ACTUAL PROVIDED IN LINTEL (VARIES) TVPE DESIGNATION 8" N INAL WIUTN GFNERAI. CONCRETE LINTEL MTFRI4l A (IENFRAI INSTAI I ATION NOTES 1. Tc precmY lintels_ 3500 PSI. L Provide 041 ltlerter head and bad joints. 2. fc pros^ressed unlace=6000 psi. 2. Shore shag IPWS as required. 3. gmuled Per ASTM C476 Fg=MOD PSI W/ A Instailetiaq Ed lintel must canPy With the arehAecturei and/or at. Erewttgs. 4. maximum 3/8" eggregme and W to 11' slump. 4--"Irhels Al mamHaclured wb 5 L/2" larg notches at the axle to sccommotlete S. C Pt. masony utits(CMU) per ASTM C90 W/ vertical call harming Ord grouing. minimum net area compressive strength Psi. 5. NI Ilnlals Mart or exceed USED verkal defection, except RrtelSITS" and 8. Bcba Per ASTM A815 Grade 60. IonGs' With A nomhai hehid m S" meet or exceetl L/180. P,estressing Strand per ASTM A416 grade e. BOTTOM TOM eddetl velar to be Lxeted at #ta boBmn ar the Trout cavity. 7. 2701ow rehuaRfon. T. 7/32" dls tabor Wire stirrups One aelded to dm bateni slays, for nmeMnkel 9llah.090, ]/b2 wire per ASTM A610. B. Cawhereas°pIORS whereas raw be proa NCO4 in enposite iIntal In lieu of concrete B. Marta par ASTM 027D type M or S. masonry Otte. 9. SOR load ratline based an rational desion analyels per ACI 018 and ACI 530 10. Radds Product Approval Na- 1S&1 11. The extedw sudaea of hashe matMlM In exteda concrete masonry "he shal here e cohorg at stucco spoied In accordance with ASTM C926 ar OWW spprowd coming. U. bA@ed simultaneously with vaittei (gntvly or upllN) On harizonbl 0m fps ILin[Na oecashaU6 ba cherlutl fa comdroloetlingwMt the tdloMng equetlan: ANRVW xerticel bad WIW halisntel bad 10 y Safe vetllcel load Sale hmiOprde OW — woor.; �s 10, -0 El El 8RF6-08/1T SF8-0B/iT ' O O O 070 BRF141B/11 8F16-16/1'r O © ® O O 'Do BF20.1B/1T ° O O. O O 4^ C SRF22-1B/1T 8F24-1B/111` O O CE 8F281B/iT b O O 8F32 1B/1T CTD REVIEWED FOR CODE COMPLIANCE ST. LUCIIfE��11C//11OUNTY BOCC PREC4ST "U" LINTEL W/ 30DOPSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP-) — REBAR ON BOTH SIDES OF OPENING U:N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE OMU COURSE BELOW SILL 8 FILL SOLID W/ (1) #B BAR FOR ALL WINDOW OPENINGS 4'4' .. :., AND —Lp_'R—' STD. 90 DEGREE ANGLE 3000 P.S. DONE. W/1 #5 DI REBAR S"xa"x16' CMU U.N.O. (—/GROUT SMALL BE RUSH WITH TOP OF WALL 10" - STD. 90 HOOK 100K LE Wt S � SEE FOUNDATION SEE PhUNDATION PLAN PLAN FOR LOCATIONS MS01 BLOCK WALL REINFORCEMENT NTs. TYP. BOND BEAM S'x 8'x16"K.O. LINTEL BLOCK RLL W/3W0 P.S.I, CONC. W/i #5 OIA REBAR INDICATES FILLED CELL FROM FTO, TO BEAM WITH 1 #5 BAR MIN. \+p\51i 1i IBJJJ, pppp 10 T '0 9,a0A o'. SA S I t0 N L h N � GO a � Ia- 00 � me �Gw mrn�$ W *k ale 103 Q�d � O p Him O wrye � r 5 Yl� my'w m ED E LL IS 6 U) 0 �gy a Effie i' G f7 O gBa Z a'�o NNAY.FD3ENG.tiOM. ❑ ❑ ❑ z w- Z 0 Z N Z � III to J N J a P , Z tN /U11 M 0 W 2 c t— (Q.w me a, lk F � U Np " U rn �, � cT SQLL A. DAMS HOMES III�IIIIIrTllll�l� II oar aaRal�Irlaa� FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O ISSSSS- O Ti C 0) W O a to m cH B t010 N zI—icW) ED a ® JLLJ ZD '' o T-��'� W ' ^ (1) U0 LL ♦ Model Name / Number: TYP. DOWEL 25" ♦ Plan Issue Date: MIN. LAP (ACI 530) Thursday, March 11, 2021 ♦ KA PROJECT NUMBER: 21-1767 Sheet: I Of: TEL PLAN SIMPSON HETA 16 EACH END SEE FLOOR PLAN FOR BEAM SPEC. i ry P „ ,ol .��`QSORB JC,10 aT86 :9 cci e. r 1111101 t6 NOTE: DETAIL CO22 / 8-2 MAY BE SUBSITUTED FOR THIS t I, DEFAIL- UNLESS NOTED OTHERWISE H- I� CD21 ENTRY CMU COLUMN/BEAM N _ m T yq qq I� a(eql W 00 W ` f ma # # # �$V£� V8 �rn LL LL LL dSma$ m�Mn `a a a Hsl a a w N BLOWN -IN R-30 INSULATION PER F8C 0 AND ENERGY FORM SUBMITTED WITH IF BLOWN -IN PER PERMIT APPLICATION PROVIDE BAFFLES ' AT EAVES (FOR VENTED ATTICS) m o a i d 12 FIBERGLASS SHINGLES OR FORM SUBION FBC AND ENERGY FORM SUBMITTED ENER-30 GY APPLICATION TILE ROOF (PER ELEVATION) -" "§ L t1 ° w O 9 12 WITH PERMIT SEE PLAN a Z < o PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT - 2€ U J N e � ? 65 SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA El ElFIBERGLASS PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - ///��� ` / 1 1 z M SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24pl O.C. [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. OVER APPOVED UNDERLAYMENT � iV1// PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- ' TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR z 0 g z ; Q ldd TRUSSES 24" O.G [RSH] - ON FRAMING 5HT. FOR — — _ •. BRG. HT. ) d rn @ SHT'G & FASTENERS. ` TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR • ° ETAL DRIP EDGE r ' TO BE INSTALLED ON OUTSIDE TRUSS PLATE Y 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP w N FACE 3/4" P.T. NAILER SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR �Q) 4� u 1/2" DRYWALL PLANS 44 w/ 2x4 POST UNDER EA o'. tMETAL DRIP EDGE _� / CURTAIN NAILER r 8 x 8 x 16 K.O. n 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3 " FOR SHEATHING NAILED w/ 8d NAILS @ 6" /4 V — �Ln c In uin 1/2" DRYWALL CONNECT ALL 2zSTU0 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS h LINTEL BLOCK 1 x $ P.T. @ S.G.D. „ p,H, W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. ai _ji I TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. SEE ELEV. 3000 PSI CONCRETE " a ` TYP. FRAME FOR COR- (TYP.) ALL SIDES \ ( ) / /l OO NERS FOR NON LOAD Y o U cmv E F 0 & ; 16d TOENAILS PLANS PRECAST"U" LINTEL " bo \OO i'� N 1/z" DRYWALL _ SEE SCHEDULE a \ / n ° a ° p \ BEARING SIDES NAILED ° b•a ✓b°° ° .,;"' = o °D N SEE PLAN FOR HEADER SIZE v w/ 16d NAILS @ 8" O.C. ao U N .a b o a gin ° REVIEWED Fah 9ffiON 15/32 OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS (1) CENTERED EA. ` / (TYP.)'I COURSE HIGH A.F.F. CO L�,,,. DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. � / SIDE W/2" WASHERS \ / CMU BASE FILLED w/ CONC CODE C q� I'�..�q: C ADDED BELOW THE HEADER W/ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. ! el NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. W 4 VERTICAL RENF W TYp. / ( ) / ( ) HOOKS INTO FTG & AT TOP C " �T, LUCiI E FLORIDA CONTRACTORS LICENSE NO. CRC1330148 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al !�®CC. 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 „ SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN u & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN PORT ST. LUCI E LOCATION OF OPENINGS IN .u, SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL �: & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). iV NOTE', 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL n W/SCREEN No CEMENTIFIOUS DECORATIVE PER SPECS n PRECAST CONC SILL y� ,3 FILE FINISH 7/8"THICK PER ASTM N C-926-98A PAPER BACKED FOIL R•4.1 u r O INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH - 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) z c cH In FOR NAILING INFORMATION FOR APPLICATION FTG. DOWEL #5 DIA. REBAR w En R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #Z SYP. BASE PLATE 1 x 2 P.T FURRING 17' IN CONCRETE - 25' —� 1 x 4 P.T. EXTEND (ACI 530) ABOVE m �O•, AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SIMPSON HETA20 BUILT-UP CORNER MIN (3) 2x4 � WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN Al Al w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER �_ 'I MIN. 6" FROM END - SEE WS07 POST � 0_ Y U WOOD BASE— FOR TERMITE SHIELD —\� FOR EACH END OF BEAM :D SEE FOUNDATION PLAN O SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB , NOTE: 2 X 4 P.T. PLATE J m ' ^ � tt) u- V' BOTTOM STRAPS MUST + ♦ Model Name / Number: F INSTALLED ON INSIDE OF 00 GRADE COLUMN. DO NOT BEND a'° F' GRADE ° STRAPS UNDER PLATE. ° i 4 Kd PLACE STRAPS IN FILL ° Y, ♦ Plan Issue Date: CLEAN - 3 PLAN FOR �, CELLS w/#5 REBAR r °; -:, ,, iv O COMPACTED -• ,a ,SEE , RE -BAR QUANTITIES d ', FILLED w/ CONCHS E PL�ANB FOR March 11, 2021 FILL . 7I:r , ., , ; , : SIZE. TOP OF COLUMN BASE - Thursday, 2'-0" AFT ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE I!L� SEE FOUNDATION 16" FOR FTG REQUIREMENTS PLAN r1 /� 21 176�f NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-O" DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIESEAM [F W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE, MIN. 2 TITEN ANCHORS TO 2x8 (SEE PLAN) ,A 7/16" O.S.B. 2x8 W/ (3)12d EA. SIDE TOENAILS EACH END 2X BLK'G. 7/16" OSB W/ 6d TO O.S.S. NAILS 1O.C. W/ 2 - 8d TO SIDEE & TOP NAILER EA. END 2x4 SPF CONTINUOUS EDGE VIEW BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING i I ATTACHED PER NAILING SCHEDULE T813 ON I WOOD BEAM SEE SHEET 6 STUD ANCHORING: PLAN FOR SIZE SIMPSON HLIC410 OR (2) STUD TO TOP PLATE: �; HUC210 R-19 INSULATION AT EXTERIOR SIMPSON SP4 n TO BUILT-UP COLUMN WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED SUPPORT COLUMN BUILT-UP MIN. WITH PERMIT APPLICATION 2 X 4 SPF I (3) 2x4's OR 4x4 W/ (2)-10d (WHEN EXTERIOR WALL IS AT 16" O.C. NAILS @ 8" O.C. EACH PLY EXPOSED TO INTERIOR SPACE) (SHOWN AS 4 x 4) 2 X 4 P.T. STUD TO BOT PLATE: (2) SIMPSON HETA20's SIMPSON SP4 ;,.� �� w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS TYPICAL BLOCK CENTERED W/ (13)-10d NAILS LINTEL '� • .' WALL :,. I; Ea TO COL. 1/2" X 8" 4 , TIE BEAM NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. o FOR SHEATING TO BE FLUSH WR'H BLOCK FACET71 8" CMU WALL m m ro ro 15i^ 'h Q � u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE RAILS (D=0.148",L=3")OR EQUAL COMMON WIRE NAILS EACH OUTSIDE FACE) 162', COMMON WIRE NAILS DE FACE) =E0162 INTO ",LH31/2I)OR N)-0ONE -31/2")OR EQUAL IDO EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 31C OF 4) REFER TO NOS SECTION 15.3 FOR THE%CIWESS OF THE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT F( SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •J• F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. Q IF ONLY (1) KING ><7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. / 2 - 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACK5 K JACKS KINGS SIZE EA END D EA ENAEND EINGS EA END LESS THAN 4' (1) (2 (1) 1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 2X CRIPPLES @ 16" D.C. 24" O.C. NAILS(TYP W/ N SP2 TYP. — ) HGT. TOP AND ND BOTTOM CMU- M-�M-SM�I�- -HEADER PER LOCATION--,. • .r �" . • 1 TO • •' '.x,Ill EACH END TYP. 11 SPF CONTINUOUS BLOCKING1 ©ATTACHED '__2x4 TO . OSI3 W/ :• NAILS. SEE DETAIL ABOVE ELEVATION •• R • • TRANSOM BOX HEADER EACH END WINDOW OR DOOR OPN'G CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ -- 8" O/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FAQ OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN :1111AY•]I115RVq WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1'-0" EXT. OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN BUCKET SEE ROOF I • - - -- - PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO -_ _- SEE FLOOR PLAN •_ -- -" FOR COLUMN SIZE & ' `---""" "" --" ---' BASE CONNECTION INFO :::: •- OPTIONA OPTION B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 11/2" = 1'-0" AF__�A SEE PLAN FOR TOP OF BEAM SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — FOUNDATION N FOR MORE INFO CD04 1 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8' !/ O.C. FIELD R-19 INSULATION AT EXTERIOR — WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD —� 2"x P.T. PLATE 1/2" X W 'J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL REVIIEV c. ---PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE "x4" STUDS @ 16' O/C /—CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) / c I• ti m a s B ro r oo z GO r Q� 4c x yt c N.i � LL LL F7Wmr� 35 ""2S $ DfOmv.o a %�E54L' Bw„m5 !r O 13 mm:: ¢ O � Z� M a aLL G S�§�Se 0 c ¢ V) o 2 2, z U ? I% ga ❑❑❑ 'a WWW,WSENGCOM Ln Z m Z o `\/ N i / a- y WW J 0 rn a v J c z " /l/�,i `/`� N W G m (� w c � ry pU @ Lx•L.=.f u I c �f0 w�o0 i1 88 � .r = COO U Nv 09 Q..m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z 0NO NO W O a 4 � ri � i J 4) m a 0 J LLI v o LD L. J m U) 0 IV-1 Model Name / Number: ♦ I Plan Issue Date: Thursday, March 11, 2021 ♦ KA PROJECT NUMBER: 21-1767 Sheet: S 3 Of' MS18 I RETROFIT WALL OVERHANG DETAIL WF39 I TRANSOM DETAIL AT ENTRY WF09 WALL HEADER DETAIL N.T.S. *11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"="-0•' TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" D.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN , OR EQUAL TO 45° MINIMUM 2"x4" CROSS BRACING ' (SEE PLAN FOR t , ,;,.. • .,, J LOCATION) , BLOCKING , I I \ I , I (3) 12d I , PER JOINT _ CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN INSTALL BLKG. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4:SPF OR SYP w/ (3) 12d @. EACH TRUSS WEB T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. ,,ttttt;tTTuTT� PROVIDE 2X4 MIN. BLOCKING AT N S CENTER LINE OF HIP/RIDGE; TYP. ` \� • \G BETWEEN TRUSSES W/ (2) 12D e J • v •••• NAILS EACH END TO TRUSS TOP CHORD : �.•• ASE OPf A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP '���' �� P �,,` g 'T'�l lliitttt EA G.T. PACE G.T. A ------- SHEATHING f2 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 MAX9" UNSUPPORTED TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 2X4 #2 SYP BLK'G @ 16" O.C. W/ TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @.6" D.C. (2) 16D NAILS EA.. END. SEE TTAC SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP MAX 24" SPAN (EITHER G.T (MIN. FIRST 4 BAYS) BLWG @ 16" 0,0, SIDE OR BOTH IF REQ'D) (Z 12D NAILS MINIMUM (3) 12a Sd NAILS @ 4" D.C.10D X 0.131 @ 8,, .Q, EA.IDE) ROOF AT 12" O.C. MAX WALL AND ROOF PER JOINT MINIMUM 2"x4" SPF OR SEEAl E SHEATHING * SYP TRUSS BRACING FOR SPEC FICATIG SEEO S A P mgC13 L, �, �i aD r SPACED AT 10'-0" MAX 4 * $w $W rr ro PLAN S - E Sa 2z4 YP BRA. FDRzg 2x4 SYP OR SPF CROSS BRAG GABLES 3'-0' TO 5'-11 • TALL. 2.0 m LL APPROX, S" FROM RIDGE 2x6 SYP BRACE FOR €0 m� ��pp GABLES 6'-0" AND TALLER. A ,W n ^ Wa a J, 2X4 BLOCKING 12 �$ A 'rND m # €(p mg_ 1 THEN 4gg8" 0 C �FTCE4 MIL e i BETWEEN TRUSSES HIP TRUSS CROSINTG AT 45° ANGL ATTACH L BRACE w/uj (NOT RE Q'D WHEN GABLE IS 12d NAILS @ 4" O.C. � ,�R 3 r< d w FASTEN (1) SIMPSON HGA10 gZ m� m54� j 0 4 -1" OR SHORTER) GABLE TRUSS 8 5 a° O CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROMCL TB03 HIP / RIDGE BLOCKING DETAIL NTS- TB04 TRUSS BRACING OVERLAP DETAIL (TYP} N.T.S. TRUSS BAYS /3-12dTOCH )!i� DIAGONAL BRACE TO SILLPLATE W/ GABLESOU@3"o.c.w/ 312d TO CHORBLO K PLATE NAIL GABLE TRUSS "s m m1ST 4 TO TOP PLATE w/ ". r gZ d a k -r DO1,61 NAILS @ 4" O.C. 2x8 ? .T. PLATE% 1/2"XS" ANCHOR BOLT a v 8 .2x4 SYP OR SPF BLOCKING — 4 BAYS AT 48". O.C. MIN. i BETWEEN TRUSSES @ 48" KNOCK OUT COURSE g N O.C. MAX. FASTEN TO EA. I W .MSENG.Com 0 0 0 TRUSS W/ 312d NAILS EA. LEND (D u) z g NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE Z m TRUSS NOTES. T813 FOR ATTACHMENT ¢ .� TRUSS w/ 2.72d AND 1 OVER JACK TRUSSES, SEE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 `SIMPSON HS W/ ```` N a 1010dx1 1/2" NAILS (TRUSS PLATE INSTIERECTOR SHNOTEALL THAT THE COMBINED WIND AREA RI GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ` PLAN, In BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT ZCN IN WOOD TRUSS CONSTRUCTION.FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED FASTEN (1) SIMPSON HGA1O , `` ` t n (, M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY @ 48" O.C. w/ 8 1/4"x11/2" CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT SDS WOOD SCREWS GABLE 2X4 BLOCKING W/ 2-12d TOENAILS v H EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. NAIL TOP OF "T" 2 ALL BRACING (DB,CB,SB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL END TO TOP PLATE /BEAM TO GABLE TRUSS W. 2-12d I LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. BELOW, SEE PLAN. 10d X 11/2" NAILS 1= 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT � ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. @ WOOD FRAMED WALL @ DUTCH GABLE i_n GTn 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT- co SEE TYP. TRUSS BLOCKING DETAILS - ,y s SHEATHING " 3 TD4TRU55 x4 AS SHOWN • GE01 GABLE END BRACING N.T.s. c V) o ola TRUSS Ir SPACES ALTERNATE d N OIN VERTICAL SCAB 2X6 02 SPF 48' O.C. SEE. W/ (4)12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) SOD SEC' MN REQUIRED 0 RAFTERS GREATER THAN 8'0' SEE PLAN ou BLE TOP - i( ___-__ it .__ -_--_ __ i - _ w I' 0 DAMS HOMBS NAILS TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 REVIEWED FOR 3000 GULFBREEZE PARKWAY L.9Na SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE TOP PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS VARIES W ROO ��®���lVir-:. ,.. DIVISION LOCATION: Z, STUD WALL �u C C/'� p q sT. LU4eIE '4,eI�9."* ` K SLOPE PORT ST. LUCIE SEE PLAN .•�\ BOCK //• ♦ Job Information: DONV- FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ \ \ 2X4 SPF BLOCKING / (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ \ BETWEEN TRUSSES / NEXT TO PRE-ENG- TRUSS 2Y$ BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED 0 RAFTERS GREATER \ / B REQUIRED wl 12) MTS12'S THAN 8•-0" \ 2x4 SPF BRACE - \ \ @ 48" O.C. - NAIL w/(4) /LL COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \ \ 2X4 BLOCKING BETWEEN TRUSSES WI (2) 12d NAILS @ EACH END, CONT. EACH BAY CB BEVEL CUTS (OPTIONAL) _ . TRUSSES r D �'I�,., C Iq B •TB 2x4 SPF w rR/u$S SEE PLAN 1i�6 .n ALTERNATING DB WOOD SCREW CH ORH504B"O / / .. M BLOCKING PRE-ENG. TRUSS \ / / > % CONT. ROOF SHEATHING AT TRUSS TOP HAND FRAMED AREAS TYP. \ STRUCTURAL SHEATHING CHORD AT ALL \ \ ^1 SEE PLAN FOR CONNECTION SIMPSON A34 OR J L1.,1 ✓ � O 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING ♦ Model Name/ Number: TRUSSES W/ (2}12d NAILS @ EACH END AT 8'' 0" TRUSS MAX 2zs. \ / � BETWEEN TRUSSES MAX. w/ (3) 12d COMMON W/J3)s dCOMMO Y @ 24" D.G. MAX.W/ \ / \ WALL BELOW TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TIP.) (SEE PLANS FOR TYPE) 4 FT 0 TO" O.C. MAX W / (3) IOD SEE PLAN ♦ Plan ISSUB Date: CONC. MASONRY STEEL OR WOOD COMMON TOE NAILS TO RIDGE. BEAM 2X4 CONT. AT T&BCHORD BEARING SUPPORT 1/2' SPACE Thursday, March 11, 2021 TYP. WOOD TRUSS BLOCKING AAALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE ♦ KAPROJECTNUMBER: INFORMATION SHEATHING 21-1767 2x4 S.Y.P. Sheet: Of: @ 168 O.C. ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. f C'• THERMA—TRU INSTALLATION \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/411 smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. * * 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. RE SPA EVE 151 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES Y E DOUBLE DOOR V00" ftepl �ecK qKpifi— Flo . v East" 7 ,s to use In 5th farce " SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED At ALL LEVEL VALLEY LOCATION---E XTURED, PAINTED rEMER.ALL FINISH SEALANT APPLIED BEHIND FLASHING AND EMENDING A MINIMUM OF 6"ABOVE "X6" HGALV. 'X6 VERTICAL RISE OF FLASHING VERTICAL WALLLASHING CONE. AT KNEEWALL HJL AT ENTRY 31. SPACE EVENLY WX6"H FLASHING FLASHING DETAILS 8" HOR Z. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. PODS" INSTALLATION OF BUCK BUCK STRIPS 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP U W/ ADHESIVE SEALANT & 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 HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT 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 IN FRONT OF MECH. OR APP. WHEN REQUIRED >/r 11 E DMIVT, 2X WOOD FRAME' 0uZOD SCREW Illy OTHERS 4° DIA. CONCRETE SHEAT}{LN6 FILLED PVC. PIPE. SYOTHER5 CAULK BETWEEN FIN 65HEATH I TOP OF SLAB EXS2 FINrF ,- 3/4O O"TSTANECI BY OTHERS �u R 114" MAX. CAULK PE SHIM SPACE — — — — — — Y OTHERS 00 Z I°.IIb.II°04'W?W, I Ir' if I t'IEIEIi"IT,': ° o a' I 16" MIN. DIAMETER INTERIOR �° ° CONCRETE FOOTING PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING 1 N.T.S. WINDOW INSTALLATION N.T.S 'EDGE. WE AT EAVES MO UABLES OF OVERIAiRTO BE A MINIMUM AVE ORm EDGES SHALL EXTEND ATHING AND EXTEND BACK ON THE. M OF 21n. DRIP EDGE AT EAVES UED TO HE INSTALLED EITHER T THE UNDERLAYMENT. IF INSTALLED RLAYME , THERE SHALL BE A IDTH OF ROOF CEMENTINSTALLED EDGE RANGE. DRIP EWE SHALL BE FASTENED A M9XWUM OF 121n ON THE Vaad AS DETERMINED IN ip Installation InSITUOIons For All Fixed Windows With Mountin fin Infollowing series: all of the follseries: HyLite ..!! 625 / 825 / AZI5 / FL15 / AZ30 / FL30 / V1500 / V3580 / V300 / V380 VY200 / VT280 / G82000 / G82080 I Pnessti a 662 Prestige 882 / LHIO Hagroum Fastener Spacing (IemM, Head and sill) Wall From,*: e25prum/Pine/Fir Or serer Silimne Serewa 14Mmum penetration 1-3/V .wunuiq - Crdses seUIDty V Lew edeft Fidel View Window of Mnrmu n. toff Sbampang Note: we strongly recommend the on offlashbrg and/or Aash/ng tapes ana ipans as MANY In ASW E2112-01. NowMv to WrANCAM /n codesand bvAd/ng 6'pot, It Is Awtrp to the end user to deter01M the proper kMlialki of them ltem4 LEAVE THE $tMLE WAMONi. Before imitating your window, ter bubble veep auy ce pis back ror nspeNw, but please re -stow the wrap to protect the blmAs from SmIc es am Omar tamage until oonowfien is comOlese. Steel Measure to besure the opening a 3/8'to 1/2" larger tan the window she both vertlally and horizontally. " You may wall to pretntl the astsWton ales In ME fin a this tome Demsparf Nis Aieynk7oW hat, 9, dais nnPuddy gn as ow are not Sep 2 Apply a generous bead of sllimrhe N me backside of the mounting fin. Use enough slicane to sunkkntly, n all voles beMab Me an and Me wall sireathing. Step 3 lnsertthe wndow hW the opwWg fmm t e "Ode. The mmelmH labeled "irodli and'wdtla", buttthe s, labels have Men remov Lthe - bead should avays be he the lnsitle of the building. Sep 4 bawl shims under the sill, adjusting morn unm the urt a pkanb in the Opening. Shims should M Ihatel d under the sa every 2 feet, The wki should be baslealty centered into oparrift with NO erne than U4".go MbveeN Me willow and Vial hams Sti 8 Install a#Inx I. 2'x 41'fran the ohxrry of Me fin at each and of the Mad sill and both jandi SW6 IMtill the raainirg faslcarers ln8"Inrtements from the turner avews rorhe center Mearh tame member. Userahemttomas- tighten ONE shrews and pull them through the an. Aso, make sure the screws go in stri am sb not afire the frame to bow, Wall hammg should be a rensmunh of 02 Sprace/PloWFa. Possesses should be#10 shrews of otkJuht length to achieve l-316' .atlon b#o to wall and no leas than lR"horn edgeof franum. Fastener uantoe;needed In each side of More to achieve'" r La of Aram Member 10" 16' 26" 34' 41" say, sr66' J4' 92" s0" 98" Numberof F2sMners 2 3 4 5 1 6 1 7 1 E 1 4 1 16 1 11 1 22 1 la Step 7 Remove sass sulane ueeze our tom ahwnd the M am Mi for holes a voids. Use sNkone'to as any vols. Step 8 Udecked, a foam insulabon tan be applied to to khletpr gap Newaen the window and wall hamNg. If appMd, title nxata tone NON D(PANDIAIG ryprroum. Sep 9 Sim the. windows are typically used In rooms wNh Ngh mWkhoe, is; bathrooms, it Is recommended that the Memo, gap beaeen the window and wall hamirg also be sealed with allkate and tooled so as not to inbafere with the antaation, of walleoam tole or trim. Step 10 Once all consrusi is complete, remove the bubble wrap hgm the lrwfde and oubside of to window. if necessary, dean the bbda wrh a mild debullent and wmm water usrg a soft dom. 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 Affidcavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice ADE UCOUNTY APP. TKO IndUStlLes, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/811.MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, WEDGE DD.C.TYPICAL FL21580.1 R-2 COUNTY APP. ro ucts Inc."Off-ridge vent" 1" R M AND 4" MAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING-- TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS. LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 16 xx 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 53W5 8x7 FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 TH RMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" 2046 .11 FIBERGLASS DOOR UIE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL �p� BE ATTACHED WITH 3/16" X 3" WOOD SCREWS M I E V N TOP & BOTTOM OF INTERSECTIONS AND. MIN. 16' :.. Ate, THEREAFTER. (TYPICAL ALL 4SIDES) CO®E C+� FL20461.12 +67.0/-67.0FIBERGLASS THERMA TRU-CORP. DOOR SOLID FIBERGLASS D F1r20461.1 2nd Choice PLAST PRO h ALL ONE LITE SERIES L15215.2 Sidelights g THERMA TRU 0461.2 3215.2 "- PLAT PRO Sliding Doors: 13OCC 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Aum. reinforced FL15332.4 `Z j MI WINDOWS & DOORS SERIES 440 SG Alum. reinforced FL15332.12 Windows: 1st Choice +40 50 / MI WINDOWS 3540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL SHOULD BE FILLED W/ #8 SCREWS HOLES NOT DESIGNATED FOR TAPVIDE FL 17676.9 3500 SERIES +40/•50 MI WINDOWS Single Hung (flange) /OON OOR NSTCALLATION THROUGH 2x BUCK UMIN.SE #8 WOOD SC EW OF EMBED. INTO WOOD BUCK. SUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENT FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions:- M-1121 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5795 CUP INTO CONCRETE FL 18504.1 1 Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1.5804.2 Mullion IEDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50:0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN. EMBED. INTO WOOD BUCK. Soffit: Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple -0" on center In direction of length FL16503.4 IRS1St Plygem / Variform I Plygem Double 5 1 Double 5 standard (vinyl 101, 171-12194.1 Double 5 standard I standard vinyl I staples solid 144 venter =145 FL12194.2 Hurricane Panels: 1st Choice Dade County App. ALL AMERI AN SHUTTER &GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 Name: Certification Number: ItH 11II PII TOR R� ... 6 o rn 0g H to It W 00 0 00 1- �c V� ben LL LL LL Ew a.r� rY ti 'd�m' m IA`Nnc w 0. (p�+mgs a 9y w o4®.. Qr�� w Vl y '€ a.flt Ix Ixo .;VpE 0 z � 0 Y. ss 01�PH. m.OJ qJ a s - W sly .Qg an d � .Zvi ci a i=. o N p Bea. WU n .5a=IE ❑ ❑ ❑ WWW.FDSENO.COM C z — O Z N ,O a N —O Z N m Q1 �' m C o0 (D 0 w i U E m W00 — 5 ODam m 0 U no8 a� a�6ob eto At DA S HOMES FLORIDA CONTRACTORS I LICE` NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ® Job Information: — 0 W z I.- -jMW� J W W W ® Model Name / Number: ♦ I Plan Issue Date: Tuesday, March 16, 2021 ♦ KA PROJECT NUMBER: Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH � RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILYSECURE BARRIER R703.1 General. Exterior walls shale provide the building with aweather-resistant exterior waft 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 WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-I"BEAD OF CONSTR. SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER (0.6 c 12.0 30In OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cr0 : 30.5 Cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from hdes and breaks, complying with ASTM D226 WALL tyre IN, OR JAMB L USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 1.5 i ccue�=owwnrn+; OR EQUAL WEATHERPROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. where WEATHER SELF R13iE6 FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. D°rots occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the RESISTIVE `CEMT. FIN. water -resistive barrier manufacturer's Installation Instructions- The No.15 asphalt felt or other approved water -resistive BARRIER 3 �( PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall eq continuous to e e top of walls and terminated ri penetrations and building appendages in a SEAL TOPS OF JOISTS I ii{ a I+r I'�I�`' manner to meet the requirements of the exterior wall envelope as described In Section R703.1 UNDER DECKING r I�Ii till F,i rSUDFLOOR (SEE DETAIL WPo7) �, I R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions to the water -resistive barrier is directed between the layers, In accordance with Section RT03.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST - Refer to the number marked as in each detail that corresponds to the resistive barrier above header to allow for flashing installation numbered Items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather BUILDING greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier t � PAPER 1. Install self -adhered flashing in order as shown by numbers 3. Fold weather resistive barrier back over head Mashing and absorbing layer or designed drainage space. Q 2. Install flashing and weather resistive barber to form water shedding laps seal with tape f 2 1 2 2l� 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703,4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluibapplied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING , n,7Po n W 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 FLANGED WINDOW WPM 1 EXTERIOR DOOR WITH DECK -SECTION A V V G CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Y Y 1 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfadhered membranes used as Flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. An exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC].281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In t1111111111111 EXTERIOR SHEATHING RUBBERIZED ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surtace of the exterior wall finish. Approved ��� TO r 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by. arrows flashings shall be installed at the following locations: de`` p. .......R EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE 7. Angle Of Corner may vary, adjust folding of the flashing accordingly to fit �.` Q GE IN S F • • G, THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 Corner +`..�� J $6 ••• # REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the J : 0 $i ; SCORED 8. Mechanically fasten as necessary exterior wall flnlsh or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically N LETTER ON CHEMICAL attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed T j Hr COMPATIBILITY RELEASE PAPER in accordance with one or more of the following: c �-+ SEFOREFOLDING, SCORE •o �• S` O. SELF -ADHERED FLASHING, RELEASE PATER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the •• O SELF ADHERED EXTEND A MINIMUM 6" ADHESIVEAs SHOWN) FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing iOr � O F� • C� � BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. i� •S THRESHOLD Pan flashing shalt be sealed or sloped in such a gmanne�r as to direct PTatflashirthe shall ncor ce of thate f ashine exterior wall oe finish otection 'JJirlr LfI I II 110 r MECHANICALLY FASTEN AS a the water resistive harrier for subsequent drains e- 0 nln s usin NECESSARY IN CORNERS THROUGH g g p at the head and sides. N SECTION -A - SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional (SEE DETAIL WP02) 1.3 In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AANIA/ .FLASHING O' / /Y' 2 WDMA 300 or FMA/AAMA/WDMA 400. a V 2. At the intersection of chimneys or other masonry Construction with frame or stucco walls, with SELF -ADHERED FLASHING 5 projecting lips on both sides under stucco copings. NAILING FLANGE 1 © 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 1 6 4. Continuously above all projecting wood trim. „ m DO NOT FLASH OVER UNDER DECKING 2 7 a y, W ,�.a o�p. BOTTOM NAILING $ (SEE DETAIL WP07) S. Where exterior porches, decks or stairs altach to a wall or floor assembly of wood -frame construction. '= u5 rn h o to ro w FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING =WP `�'�®� s.Atwauaneroofintersections. u,`a,�®� SELF -ADHERED FLASHING V� fil HALF ROUND WINDOW \r/`Y/ EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built -In gutters. € 5 L ( y w $ 3 �� d)`� 0 $ELFADHERED FLASHING c GG y DECK PROTECTOR F;` ;{ , r'-,:,,,qr:' m SHEATHING _ 2 Yv a k k 7/8"Cement Plaster o - t in accordance with n/ accordance with r 7 m 2 ° ASTMC926 ASTMC926 Feg:S III SELF -ADHERED ..:_. ' yA4yl R)eaie COIN ❑ ❑ ❑ m '----- _ - FLASHING PATCH ':' -. .. :-- Felt backed metal Felt backed metal ,n lathe in accordance lathe in accordance O SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 Z 0) Z $ DECK PROTECTOR Building Paper Building Paper ¢ N � 7/16" O.S.B. i-, 7/16" O.S.B. i 3 ' %%, sheathing sheathing - " Z C4 DOUBLE ' Metal - Keep top edge t/f 0 to SINGLE JOIST - i JOIST SELF -ADHERED FLASHING , • Flashing 2" below top of of weep screed o SELF -ADHERED FLASHING t block 10 a 3 1/2" U bl k 2 Unperforated Q W Vulcum w - 3^ININ Flange 7/8° ` caulk bottom `fie. 4 Weep Screed joint only U n O5 Maintain Metal Flashing 4 Bottom of 3-1 /2" Unperforated - SELF -ADHERED FLASHING p SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed Flange 7/8" Weep Screed • U �' tr o o H0.8362x;DECK JOIST V 1/ P07 OUTSIDE CORNER FWPO8ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" t° 2" C � C; Y w1'' INSTALLATION OF THE BUCK/RECEPTOR, Above Roof -1/2" Cementkious `t ° °0 �f� Sheathing Decorative Finish tgsf DAMS_,HOMBS II a o o, All Inside i ad Fop ni Outside comer Will FLORIDA CONTRACTORS UCEN$E NO. CRC1330146 ° T. need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT CEMT. FIN. Cement Plaster butt joints e FLORIDA 32563 is need toGULFBREEZE, BUILDING PAPER SLOPE SLOPE with ASTTMC926 0' Vujcumcaulk for all usingin accodancebecaulkd DIVISION LOCATION: SLOPE 0.3in: 14.0in 03in: 12.0in over wood2nd PORT ST. LUCIE 0.3 in: 12.0 in (0.6 cm :'30.5 cm) (0.6 cm: 30.5 cm) floor VI Job Information: (0.6 cm: 30.5 cm) + SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~'---- EXTERIOR CEMT- FIN. BUILDING PAPER - WIRE LATH 1/2" Cement Plaster Finish 7 y SELF -ADHERED FLASHING L o Block UJ WIRE LATH 21 d /2"Perforated a) m \\ ,, Flange 1/2" Weep / BUILDING PAPER BUILDING PAPER Cement o, Screed J N Plaster Z .. V m EL overLID 1 st floorck' O m LL EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom ♦ Model Name/ Number: edge Of weep screed 1" below finish floor V1 Plan Issue Date: DETAIL Thursday, March 11, 2021O-TI®AAL ®C 1I V1 KA PROJECT NUMBER: 2 3 ® Note: 21-1767 The building paper and metal lath must be installed OVP-i the top of WEEP SCREED DETAIL Sheet: of: SELF -ADHERED FLASHING \ /� / P ® SELF -ADHERED FLASHING `/� /� SELF -ADHERED FLASHING \ A �� ] n p SCALE: NOT TO SCALE CEMT- FINISH WINDOW HEAD V V CEMT. FINISH WINDOW SILL VV CEMT. FINISH PARAPET WALL V V r L the wee screed. WATER PROOF DETAILS 5 both duct 'to roof cap �W/ standard 70 �cfrn bath fan —light 1wc 5 lox 1 wcd M1 Nox 1 Iraq -- - - - - - - - - - - TAM—_ ill 11111 1280x6 1 wcd rag r-7 7" 17 1 r 1dx6 lwcd 75 6' 4 - ------------ -4- 10X10 rcg 1010 rag 42X42 A/C SLAB�LT x(i 5I wcd E83 X BY BLDR MIN WALL 2' FROM WALL 4" dryer duct ----------- to roof cap w/dryer vent box I A MWE -71 IL 101 M 1 wcd WM " 10x6 1wcd1i ,U � 6' 90 7" 12x6 1wcd 150 I Ln to I F 14x8 1 wcd 240 1�&24 I K1_ 5 11 both duct to roof cap w/ standard 70 cfm both fan W90ANARINVAIW ------------- --------------- T i 3.0 TON W/10KW @240V 1PH 18x13 plen 22x14 rad NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED platform by 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS bldr scale 1 /8"=1'0" Z_j Transfer ducts/grills sized in compliance ------- 461. with Florida Residential Building Code—M1602.4 it balanced return air. EXCEPTIONS 1-3 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. C) E 4� O 0O ov O Q) < REVIEWED CODE COMPLCE,' LLJ ST. LUCIE CO �Y Z BOCC Y) LU 0 0 Uj FILE CO C) 0 3: & _j < C\J M 7 (D C\j 0 C\j M LLJ AREA CA=LA110NS 0 Z _j C) < F-- in D _j 0 D M 0— _j U) LU � < C) Q Ml =&A JFRctinq