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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: ; TIT ':1= CO SS S GHAT 28 DAYS OF 2500 PSI SLABS 3000 PSI COLUMNS AND BEAMS) A SLUMP OF 5" J BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION Of THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM MPRE ICE PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROU 4. CONCRETE COVER MIN. 3^ WHEN EXPOSED TO EARTH OR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRkDE 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING TREK T ( ) (- AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. OF ALL TOP BARS OF BEAMS. D CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 11/2" TO FORM U.N.O. A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LAST ONE CROSS WIRE WITHIN TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA ARE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR.A.COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE REINFORCING SHALL BE POSITIVELY SUPPORTED BY TE USING ADDITIONAL CROSS -REINFORCING TIED TO F00TI LINTEL PLAN PAGE. PORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY G. REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO. PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING EPDXY, THEY MUST FIRST' CONTACT THE ENGINEER OF B. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED'. DHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT RECORD FOR WRITTEN APPROVAL. AS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO HESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING N FEDERAPAL L REGULATORY AGENCIES A FEDERAL ND F (B) LOCAL STATE ABODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH GRADE IN, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE 270.14A. A MAXIMUM AGGREGATE SIZE OF 3/8"AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF8000 PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR 1- JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/.15- HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B WHICH EVER IS LESS, REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND. AT A MAXIMUM SPACING OF 192 DIA OR 10FT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" **+ TL MAX 1/2" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS; PROVIDED TOTAL THICKNESS ISASSET INTABLE R702.1(1). GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. - - GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE ROOF (PSF) ROOF PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, SEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTUR 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF TF 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING I 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS VERIFY THE TYPE OF WOOD TREATMENT AND TO SELEC CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR S 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARfA 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PAN AND DETAILS, THE STRONGEST MATERIAL kL FRAMING MEMBERS SHALL BE S.P.F. #2 FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND E CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, rAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS. VALUES U.N.O. TOP CHORD LL TOP CHORD OL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM. CHORD DL 0 SO 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WR17TEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING, APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICR 9. SEE PLAN. NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ROOF DECK: PLYWOOD C-C/CmD, FLOOR SHEATHING: T&G A-C GROUP1 EXTERIOR RATED (48%24) WALL SHEATHING: 7/16" STRUCTURAL I OSH EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN E STANCE BARRIER UNLESS LAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. /ALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 10R 15/32" RATED OSB EXPOSURE 1 PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL SPECIFIED APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENITS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 530 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) ALUE DENOTES SUCTION DIAGRAM AREA 4 O (+) 27.6 (+) 27.6 10 {) 29.9 (-) 37.0 W 1 26.5 (+) 26.5 20 1-). 28.8 (•) 34.4 O 50. (+)', 24.8 (+) 24.8 O © (.) 27A 1-) 31.1 0D (+) 23.4 (+) 23.4 100 (•) 25.7 (•) 28.8 DIAGRAM GARAGE DOOR * SOFFIT 9'-O" x 7'-O" 16'-b" x 7'.O" (-) 51.3 (+) 24.3 (+)', 23.3 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-O" OF ALL EXTERIOR BUILDING CORNERS. *.INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3.. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATERD-B AND IS CONSIDERED TO BE IN THE WIN OURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 L G COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC GE J : \ S54 S N' uJ CFI W O F� Tf1111f Itf`� a 0 0 2 co v 0 go 1- Ecgvg li � iA m ����• G �G xe xe m ¢@K O FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURERS NOT BE USED AS WEATHER R SI TOP CHORD OL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL O (PSF) .SEE FLOOR PLAN FOR ACTUAL PRESSURES S � 0 "i R $_F a 3 SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES a .-8LL 1 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) LL� Q d 3 1, ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER B m x U BUILDING STRUCTURAL FRAMING COMPONENTS. gp SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN EII � 2 a o� M PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING n W 830- & 0. 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w a m d C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO. GAME ROOM 60 (PSF) COMMMENTS: - s e UM:I �. 'N--', g a a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTANDTHE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) % $ s� *. a R TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fr 100 (PSF) gag a��1 ■ 6 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g 6z • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING. DESIGN LOADS. ILIBRARIES ~ a vnw+rosrxeaara ❑ ❑ ❑ • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 0 (PSF) (b • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS STACK ROOMS 180 (PSF) .,, ""` Z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - - 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 GUARDRAIL ® HAND RAILS.(d) 200 (PSF) Z 0 g CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z d S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 4C (PSF) • AT WALL AND ROOF INTERSECTION. J w' • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30- STAIRS (PSF) a UPLIFT CONNECTORS Fool NOTES ao (PsFl � Z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRU S ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARIN WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. y 'It" NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A ri3 G T��• MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: E 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. it Is the Intent of Designer/Engineer listed In the titleblock of these -- � w r o ADHESIVE BINDER. FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL. PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PAN. documents that these documents be accurate, providing. Licensed .as r� 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 = o m ^ 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c w © Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDME 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 I Q INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS 17ROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 77H EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Englneerare not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations A - DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A QA 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. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED. WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) sit"x 2'A" TfIENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER, KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS SS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM1 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, ORANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN.A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. . 0 + 5 5 DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 2Av I 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 SINPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT REVIE "� Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE C( " MASTER REVISIONS BOCC DATE DESCRIPTION �? O r? h'( HOMEM)LDAMSSLO ;n U Of Northwest FloridaIIIiIIm> N N ENS° E� FILE COPS Z 0 _3 LU m f,1a� p JI Li l o va meot J �I Ui C%) Qet�,&`q teC0 Model Name / Nurnber. 000 GULFBRE C� PARKWAY GULFBREEZE, FLORDDA �25i�0 St.. 2265 VI Plan Issue Date: Monday, February 8, 2021 VI KA PROJECT NUMBER: MODEml 2265 3CIFL 21-1351 Sheet: 1 Of. COVER SHEET (*) 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. R" REINF. OPTIONAL CURB FOR F F_ VARIES GRADE SEE PLAN MASONRY CAP ELEV. 0'-0"r(2) W/(1)-#5 BAR CONT.r• 2STORY20"X20"REINF. N W/(3)-#5 CON�T16" SEE PLAN 16" (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2" = 1'-0- REINF. SEE PLAN f.F. J. B„ (I) #5 REBAR FM03 I THICKENED EDGE 1 1/2' = 1•-0" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRIG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. qN� ALIGN DRIVE W/ BOTTOM OF (2) 45 REBAR RECESS &PITCH DRIVE - 2 STORY: 20" X 2.0" 4" CONC, DRIVE W/ 1/1" EXP W/ (3) - 45 CONT. 2 STORY: 20" X 20' JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" FM1.0 INTERIOR BRIG WALL 1/2" = r-O" 2 STORY: 20" X . FOR MOOOROPLAN W 3 • #5 CONT. FOR MORE « r�nry n N /y 4" 16" 4" 2Hi5 REBAR — FM11 STEP DOWN BRIG. 1/2" =1'-0" = 1 SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" u4] SEE PLAN ELEV. 0'-0" WITH CURB 0 u~i - TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) F.F. REINF. f �p • _ _ _ _ _ _ - • (SEE PLAN) d - _ 2 #5 CONT. INSTALL LINING * „ w 2 #5 BENT BARS W/ MATERIALS PER y N MIN. 25' LAP SPLICE FBC-R P2709.2 MUDDED FLR. MIN. • SLOPED TO DRAIN #5 CONT. FM14 I SECTION @ RECESS SHOWER I 1/2"=1'-D" FM18 TYP. STEP FTG. DETAIL 1/2' 1'-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN F SEE BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" QUANTITY FOR #5 X 25" X 25" CORNER BAR ONE IO`I FOR EA. HORIZ. i4 REBAR, TYP. U.N.O. 12195 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TFND PENETRATION 1/2"=1'-D YP. STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b l STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-O" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2%0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4"-4'-0" J2" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" W/ (6) #5 BARS CONT. >4'-O" - 5'-4" 16" 16" .18. 48" & #5 0 18" O.C. TRANSV. 1162# 2'B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL ninrFc• SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF. BAR, #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-O" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF B RN GRADE- 8" MIN TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER FMASW I STEM WALL SCHEDULE FILE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5.05 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0' 16. n " TALL (TYPICAL ALL CORNERS) O.C. 6.IF STEMWALL IS WITH IN 5'-0' OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 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. b WHERE APPLICABLE, THE DEPT[] OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS v; NO 54 TE OV .oO, c OPEC, O� �'L}r,'r;l• Im 9i $ g _ qL1 t m go € S. � Og i�Jrn N.i % fi ii mom mti O�N1o�` � N a w • a � a W " Y! E0 Lo w N Sg 0 ¢§a�v o ° �mafi�g 5m$ ■wSmu o O � ffi� g, i 9 IL ZN ry2 m d 0 Q L B 6 $n O CU k J N 0 y m V g .�5 WWW.W.FDSENG.COM ❑ ❑ ❑ V/ z o z z 0 z N ri — m z n Z tNn �4� w o Y 0 — m O w � c V) c M (3 U W N E u v i aj N ® etiw•w� u^uec FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Job Information: rro O Z `o Lo W s CD N Y N w OJ M G) z N N 1-�Um — OJLLIz) "1110' J m (1) (I) Model Name / Number: 2265 VI Plan Issue Date: Monday, February 8, 2021 KA PROJECT NUMBER: 21-1351 Sheet: 3 w Of: FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 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. = 35,381 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP ) 10,000 B= 20,000 CIRCUITCALCULATIONS FIRST 10,000 AMPS ®100%=10,000 + 40% OF "A" = (.40 x 25,381)=10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 r INSTALL FAN �1 BOX PREWIRE\ i - __- � - b--I \ INSTALL FAN - INSTALL FAN BOX PREWIRE BOX PREWIRE WP GFI /u 0 OINSTALL FAN /gBOX PREWIRE \`3� La CM , 1 I FI 3 1 :GFI DISP 220 . FOR HOOD ATTIC ELECTRIC / n FOR D/VV I, � � O GFI IF REQ'D BY CODE 1 I I FI R , \ t GFI rn _ w I A ,FAN ' I• CM ------------------ 1� ,I , 220 a 11 11 \C]'I (STALL FAN L_.I BOX PREWIRE VERIFY COMP. LOCATI ON LOCATION W/ BUILDER I r. WP GFI INSTALL FAN BOX PREWIRE GI INSTALL FAN BOX PREWIRE 220 GFl III W.H.----------- -- / • P GFI 11 II NOTE: LOCATM IONOF __________,ETERANDPANELBOX TO BE BY BUILDER. IF NO GARAGE SEVICE ATTC ELECTRIC ( DOOR IS PROVIDED A DISCONNECT SHALL COACH LIGHT COACH UC T 3 1 , \ IF RFQ'D BY CODE BE ADDED AT METER LOCATION. FI _ 1 42" � �FI FOR GARAGE 1 DOOR OPENER ) F \ ' I I I I _______________ - DOOR OPENER ' 1 I 'i PLACE COLUMN `\ COACH LIGHTS ON 1 WALL BEHIND WHEN , GFI CRAFTSMAN ELEV \ ' ' @ 42" , IS USED I 1 \ I I I 1 1 1 I I I NOTE: ' KEEP COACH LITES OUT ' OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. COACH LIGHT -� - �_ _ _ _ ._ - �- �- _ �� - �- COACH LIGHT' - — - — - _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-O" 3 A ii M 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" ARE 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). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.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 (s SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH CM SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n FI—riTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET �L W GROUND FAULT INTERRUPT V) '2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP O DISPOSAL [TV] T,V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING � ®� TD REi jfiWjj y � ® BATH FAN ('g®DE WptE BATH FAN W/ LIGHT 1W�Q (` I gT" 'fNTE�RR.'t(N�01(SSY(S IN NFv 6901°F ® L.E.D. DISC LIGHT ® GARIxG PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FIN AL AM PS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200.210 COPPER OR 4N ALUMN. ( IN 2" CONDUIT METER MAIN DISCONNECT 200 AMPP A/C DISCONNECT UNDERGROUND c,C �'�P�� SERVICE BY HfTS, G v V POWER COMPANY # 14 COPPER TO LIG OUTLE-f5 TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER. a) APPROVED GROUNDING ROD W MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N 04 2 c N c 0 G' � m � 11 aie 0 tL aa�WN0 li •w d W 3a e y�yS' 2N at -e a d EA Bsa ° 1§ W 0 3 'RS W1W/.FDSENG.COM ❑ ❑ ❑ z Z a i Z N Z a e" — clii Z I`U-) 1A,W C V o y w c m U m�E _M L) e'o oja o ono it0 DAM HOMES' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. ILUCIE r `Job Information: 0 Z (D Lr) o LLJ E2 U m a 04 CN 3 E zM ¢� �.= O J Lu Z) W toi JmCn(n Model Name / Number: 2265 Plan Issue Date: f Monday, February 8, 2021 KA PROJECT NUMBER: 21-1351 Sheet: 4 Of, ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed eouslly for Intake and exhaust W OF RIDGE VENT 1�a TOP OF BLOCK W. eW HEAD_ H T b W aC e 23 SH LITE TEXTURED CEMENTRIDUS COATING 25 SH FIN. FLR. 6 11 nc .. n111 48" OFF RIDGE VEM 48' oFF RIDGE VCNT LITE TEXTURED CEMEMITIOUS COATING LEFT ELEVATION "All SCALE: 3/16" -1'-0" OP OF SL CK W'DOW H D HOT 0 m aG e FIN. FLR. TOP OF eLOCK 4 W'DO HEAD HGT 0 i9 FIN. FLR. TOp OF RI OCK W'DO HEAD HGT FIN. FLR. 25 SH LITE TEXTURED CEMENTRIOUS COATING Lj El DEL 25 SH W'DOW H O FIN. FLR. HGT 2650 SH DEL 3050 SH L4 3450 SH 2868 y ERG @ ENTRY T.O.M. _[ W'DOW HEAD HGTL I REAR ELEVATION SCALE: 1/4" =1'-O" 8" FRIEZE FINISH FLOOR DBL 25 SH 1�6 3068 DOOR WITH (2} 12" SIDELITES & 63" X 16" ARCHTOP FIXED GLASS ABV a W OR RIGCE VEW FIBERGLASS: I 6/2 SILL DEL 26 SH ARCHTOP 12 - - © ae•G�wOG[rrrvr Soffit product prpyl 4:12 net sq in /sf Ridge: vent provides 18.00 net sq in:/ If Off ridge vent provides 138.00net so in /sf_: S.F.of Area to be vented (SF) -. 3137s.f. Total needed for exhaust for upper 1/3 753 net sq inches Total needed for intake (soffit area, lower) : 753 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) ' 42 Lineal Feet of Soffit needed to meet required. 137 Lineal 5 F. provided: by plan : 255. LITETEXTUREO CEMEVTRIOUS COATING RIGHT ELEVATION "Ail SCALE: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FRONT ELEVATION "Avv SCALE: 1/4" =1'.0" FILE COPY ERG. @ DINING RM. BRG. @ GARAGE ` :FINISHFLOOR] RB� 6�Po y01`9081,,� 0 E P c, alb " No o c` N eeeeeeA� FLOC �•�; �S S 10�1y,a� ��geirnT+eT � T n1 L 0 � m'a DyN�z W e$ 9Mgs` CL a a Q c W Y �LuS � O� g 2=o y3 LEI UL O w Ig m 15 � a d 8A gF LL19 08 N o JAR 2 car 3 a r V WW.FDSMG.COM ❑ ❑ ❑ 4� 0 z o 1/ Z N 10 \Y Z a 3 z " j11to CD m J o� U o r-' c V) - _E ~ J E r1 00 U C4 a Y /q DAMS HOMES J �Ir�l ---- ------ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: DC `0 1 Z _ �Lr) LLI N U M 3 w z N N V - m >= Q� N U a — J Lu � LL m � Model Name / Number: 2265 Plan Issue Date. Monday, February 8, 2021 KA PROJECT NUMBER: 21-1351 Sheet: ^ Of: ELEVATIONS - A SEE DIET.. T803. 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 15 THE SPAN RATING. THE SHEATHING THICKNESS IS 1S/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS ME ss `X" DETAIL BRACE 71301 SEE -CONTINUOUS BOTTOM CHORD oil MINN MINN MINN IN - I lolls MINN Nicill BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4#2 SYP ` 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUTSHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 T045 DEG. INDAREA (4) VALUE DENOTES PRESSURE - (SO FEET) (-) VALUE DENOTES SUCTION _ Eli14:12]-[12:12] AREA ROOF 1 2e 2n 2T 3 3e 3r HIP -37.02 -51.06 -51.06 -51.08 10 GABLE -37.00 -37.00 -58,99 -58.99 58.99 76.03 Q T ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSR"3 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r, ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD , ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE.: Ian" EXP. 1 (Lazo) O O TILL '32" EXP. 1 ('zo) 0 N.4P 1PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 ap" x 0.113") NAILS o 6 Idd 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 11G2", SHEATHING SHALL BE FASTENED AAea WITH ASTM F1667 RSRS-0310d (21fx" x 0;131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS Ott 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING li 14:12]-112:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS. EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGE$.A MINIMUM >a" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATESURFACE MORE THAN le'. O NAIL AT BASE 2 ROWS @4"D.C. w/Sd COMMON NAIL. (9) NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W Rd COMMON NAIL. © NAIL OPENING PERIMETER W)(Z)ROWS 04" O.C. WJ Rtl COMMON NAIL. DO NAIL INTERIOR AT IV O.C. w1 Rd COMMON NAIL O STAGGER ALL VERTICAL JOINTS R NAIL @ 4. O.C. W lid COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/Sd COMMON NAILS Q C D.C. (2) ROWS @ TOP S BOTT. O (2)Bd RAILS 03"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15132" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING 1 II II A3 REQUIRED PER I 11 II SECTION X-X IF NOT _ I _-_Ix__- _--_. FULL HEIGHT SHEET - - ---- O FLOOR SYSTEM NOTE: Ed NAIL$ FOR WALL SHEATHING MUST BE MIN A31"X2 Vr. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2)- 2x TOP PLATE BEYOND 15/32.OSB EXPOSURE i SHEATHING N it 111 /11 III. III II N II '4T I li ii ii ii I III II II II 1 III II II 11 1 II 1 11 I III II II II t 1 SOLID2X BLOCKING F a@ALL SHEATHING IWjI� EDGES y (SEE SECTIONX•X) pF t/� F .III C l 111 it D 11 III III III OPENING it II it AIL-__JLIL_ III II III ill- IL I 1II I ❑ 11 II mo� a III III 111 C It III III 11 11 II I II I II II II I -8 -2. STUDS BEYOND. w -----__I - I I I1 # III #III I I I# III #III 1 1 11 I II 11 #III 11 11 I 1 I I II I it II I II 1 I II II II II I I11 N I i I I I NI I 1 110 Iil II II I SEE PLAN x rn� III I I I II I I 11 II 1 I)I II If II IIN II 11 11 1 N I H II I I 1 II Jill L _Y____LL_1 II II -_- LL 1 ALL SHEATHING I L'I I ' IAA 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM yB... ^$^ a NML S/tl• SPACING 1/2" , Ars " `vr SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7/10- FLrrOH PLATE TO W/ (2)12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS SECTION X-X 3"O.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES-1265 ELEVA3CF T_�e ^• ;.BiARING POINT. TRUSSACTUAL - CONNECTOR ID CONN ECTOR UPLIFT FASTENERS NOTES ,: DESIGN RATING C1,C5v, C`3§$^xF,�7V; E7G, E75, E22, '. - N49#CT 1e59 HLTAYd"/MECH 1810#:' (9)10dx (9) 10d x 1 1/2' B59#orliw ' ''NETA*11lgOA/H9rw „,1<YS1,n#>+,1L)4n°%1$'10# (18)10dXix1/2" . fi3).4Qd7CYr1/+1" . ,u , B7 L / M / P, . � 45 iJTt#6 I z z ',2 # N A $ n HETASB () Ei J i ) 1() 1E z� #� $$ Y D((� 5 5 / 4 / �# -0S 1A t !. dX .� , 12 15d () O9 OPS :. L/R ., *S()!t #OTIp#S HOME'�R1-0A SflYO#/i0A(Ut. 18)lOdx112 3440, 1 :. ,j(99))1I0Oddxx1111//2M2 .,, 619 B17)Bk4 ,,� 4/M/R-' ,, -896 #or 1#{9 . '�- RETAYB/MSdA/MEr:H .: 3510#jtip4n#t 19)) - L/ R P.7or1e65 M1ECH j)iETA1B D7 L/a 1720 b`prlAs# Li {2)WkTA14 d(R)HT524 "2365#/26¢b#', (48)10dx11/1" , M,M, ;., 1fR '� $39;40rless HIOA/HIQA 1Q4p#ii44D#;;. I1R)lod xl-1%z' - (I,S)7nd x 1-1/9' NNECTOR PER TRUSS MFA'.:I. FG ()NETA13/(z)HTSzn Y2 .• 4B1 dXi1 pA ( ) i) ly - . . 19)10d R 1-441 A2 A4 021 I 1 42 dY1 #, wt ETAYB " 2 .. H MI5 n 1DA / /H 1 3$ldi€ 13 0# #. /. flu9t! ' 24 d 112'. 1 !Sd a / e .. E3 HS L... 2Y1RdT llstS HinA/,MAN ,. 1n46d. i?S)10dX 11/2, "010!BRIS Al PLForle35 jOEPINLEO 53G PIA, I ) '16d04 OG<. PERGLOI/54. P''$sVPPdR'f COLUMN,. Ml&R -,951 let6"i ,.. $ 4 "^875UPPORTC LUMN G M' u$1 Dr les t)2Y 1 A SDS SCREWS TRUSS MANUFACTURER - PROBUILD/BFS `' AiEOFJhYQilf' . -„-�- DATEQf TRUSS CUT SHEETS. ,' 1;$'' Z,�, L=LEFT, R=RIGHT& Mq MIDDLE BEARINGS SEARINGiOCATIONS ARE REFERENCED TO TRUSS MANUFACNREB $ TJH75S DRAWINSi3.. . ALL CONNECTORS ARE SIMPSON P RODUCTS I' OR TRUSS BRACIN AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS OFF SIP CONNECTOR a FASTENAS SPF SYP 0 FRAMETO IETAMW(IgJWxl 1r 09 HTAIBWF0llWxl IWOR MASONRY HETA20w(9)IOdxi VT 1010 HTA20 w/(10)10tlx 112" IE85 13/0 O FRAME TO FMME H9.BAw11018tl WULS pap 66p RIT]AW(10RM NNL9 p15 EBp © FRAME TO H10A w/I18)10tlxi 12' 1015 idd0 RT16Aw1(1>110dx11R° N3 1020 FRAME Hid4-2 WII8)IOExt ti1"AT2PLY TRUSSES 830 I030 IL2 WIlOidlxll/r AT2PLY TRU88E6 g35 IOBO O FRAME TO MT312.104)IW. 11q'IAT EXTERIOq MTW12W(lg101 x 110 (AT EXTERIOR FRAME LOCATIONINCWOEDI I2d TOENAIL9 990 LOCATION INCLUDE (312d TOENAILS 1006 TIM FRAMEM MGTW(29)lMNAILSANDar A.TRWITOE A.T.R.W MASONRY 3M5 3N12EMSEp.FHTWSIMP90NSEPO F O FRAME io HT920 W 410tl x 1 1lY T EXTERIOR R 1 (A 1126 HRN20 W 24 IOtlx 1 ±/r ATIXTERIOp I) 1 FRAME LCGTgN E 2 T NL NCLIAI tl OEN 8 RR 1a10 LourxlN lNauDE 1zeTOEnais 1205 1380 FRAME TO (2)XTB2O W(48)10dx1 VT RAT EXTERN)R �� (R)HTW20 W(4BItW xi12"(ATEMERgR FRAME LOCATION NCLIAE(Bn2tl TOENNIe 2820 LOCATION IXCWCE I%I2tl TOHNNLS IEA) 2570 9000 FRAME TO NGT.vM 181Od NaLSAro 5V A.T R. R) B MIGr2 wl iW NNLSANO 5N"AT.ft. O) R) © MASONRY W12"EOW(HMW MP T• E 9N "SF 10890 w/12'ENPEDMENTWEMP90N SET" 102p 97W EPDXY (HGT.i FOR 3iLY) EPOxY(HJOT3 FOR 9-0Lh H 0 FRAMETO FGTRWJ0)lWX7BDSWOODSCREWS 3400 RFUSw(12)W83WOODSOREWSARD MA90NRY AND RI 1Yl xp'TYIEN IO ANCHOR BOLTS 4725 (4)r4•z8'WEDGf430LT 7100 (1) Len w(18)160 SINERS QI'I3AME TO & OI W. 2.114- TITEN 2 1760 ROM MASONRY SEE NOTE118 BELOW FRAME TO MASONRY/ R LOT2 W 1WSINKERS 811 Rzl ( 1 3506M tµ"x21M'TITEN 2PLY TfA199 ( 4080.M L 3' W OL SNI(B49 a t 1N"x3'wEDGEAOLi 2 PLY 9/0DM 310W a24dF ano-F TRl199 MOON 4630-I F M RA E lIR t6tl SINKERS FOR FRAME E Rel ( A) Oq 1M QNIOBie FOR FRMIE <stl lEN Ja FMMR 0 MAs C4 lea) LON8' TTEN 3. PLYTRUEW9 &62)18'xSTRLN aT9o�M s a LlN3T0W d V4'a2VT W826 IZI R 1 SCAM(5ql ORFRAMUBB) 6016E Be60f OMOLF µ19'b"x5°WBI2P 6480.E ]]1p4 AME FRAME OR (62116d SINKERS FOR FRAME (EA) E(EA)B) OR(6B)I6tl-9NKER9 FOR FRAME(EA) O EEAMTO HU410OPTXUQh0v 18)18da(10110d GM2880 HO4100FTHD4l0Fw/(2%lW9D0)tOd GK308 BEAM NAILS J#19Ba NNLS W11 ODEAMTO HIPHOOPTHUC410 W(M)TREN OM500 H04100P1 N041dFw12%iN•x3• G#935 MASONRY 19-xx3/4"a 0101'MILS U41800 WEOGE4WLTA(1p)100 MN8 UM9J ©BEAMTO MASONRY/ XUIBOPT NUDIBW M7101NAILS& D#1Mo (12)1W'x23/4"TITENFIMAsJ T a GN3000 NNso THU46wOoiwNNL9 A (3K1625 (31"2ol FRAME 0R(Z/16d a 6 1tl(FOR FR AMES U#1135 8 H4 F2)l14'x23M'TAPOON6(TOMA6.) OR 12jiB,8.(%IM(FOR FRA E mom SV0.F U#B50 BY FRAME TO NETAI9OPT HERA20 R) Rl 1920 18M (2)HTA160PT (2)HTA20 19>0 M MASONRY i-0LYW 1 10tlx112.OR ( % P386 "M 1-PLVw(1%iWxi tYY OR 2430 2.RYWII>)1Bd 2LPLYW(12)i60 HTSMI6W(b110NAJLLSSBND(4)IMWl1V 953 1110 HTWM16wRn1Od�80ALND(4JI1CXIW' 1146 1225 FRAME TO 0 MASONRY OR HF9M20w FHl0dNALSAND (4)1/4N2114" M 1110 OR XTWM20w/(iO)10d NALBN4DIN 114"xi OIP TAPCONS vai J 11OLT 1143 120 FRAME]O H10S W(3) U A 12' MILS AND (2) SV*' ]80 910 MASONRY TRAM HD O OTUZW B 19"x1WWS MOB DTB.Tzw a v4•a lmwst6YAwD OFRME MASONRY 9CREWSAIn(i)1R'00.T.R f80XIFDW t835 21/5 150 1105 aMP60N SET" SEE NOTE p4 SIMPSON'EST 60NOTE# FRAMETO XITaw a lea a 1rz•NNLS A HTT45WRiR•NE) ® MASONRY AT0.EP181MPe0NSET435 6090 5PoSAT0.EPOADwaMP8tON'8ET 005 (SPENOTIFUEELOW) B�NOTEM BEw R+AMEro HTT4w 1 iM Xl TIT NNL9 AND I aM'0 (e) 11 HTT48W 1 19AE VI WtPSMID 1 IN ll MASNRY 'HET' N 3840 AT.0.EPOJOED5MINE 4235 •e T I SIB A.R H"OXIEDw &RPBON SET 1 1 BD EE NOIEM BEL O O (SEE NOTEMBEID 1L'./ 0 FMNE TO FRAME H109W(24)10tlx11?NAILS 795 910 LUOT1 WI23)Btlxl tlY NAl44 B)6 1016 9 FRAMPTG IBI9KTWµ)1N'M t2'909 YJOOD H"M4W(9)10dxl 1WNNL9a MA9NRl' I WHEW9 a(5) lwX lie TAPCONS 760 780 (4) 1W x I M' TAPCON9 114E I INS FIRNMETO VGTW(16)1/4'x9°6DSMODSOREW8& O MA80NR1' Ip ar3A.T.R. ENSOE'DW 9MP9ON SEI' 11665 4940 w 12• MIN, EMBEOMENT FRAME TO (2) WIT W(M) 114W WS MOD SCREWS 0 MASONRY. a(2)&W0A.T.REPOMEOw/EMPSON 8170 71M °SET' W Ir MIN. EMBEOMENi XOFRAME TO vcr w D % v4^xr sos wooD scwEws a nDW-9u925 W(1011N'#12"9DSwO0D. 3285 4865 MUOT15 WR2) tOd NNL6& HTT45 w/(18) a1w FRAME SC HEWS & (1) 5Po"B AT.R 1(Id NNUI&D)aa°3AT.R. 0 FRAMER) (2) HTTfi W(M I W121W NAILSa 43)9 R)HiTd3W162)19dM 1IT NAILS FRAAE (1) ar8A.T.R(SEA HOTEJ4) ppgp &N)6G•e ACR(SEENOTEN) 5005 1. CONNECTALL FLOORTRUSSE6 TO INTERIOR BEARING WOOD WALLS# BEAMS W(E la TOENAILS. 2. OILTRUSS TO TRUSS CONNEC N8 ARE PROVIDED BYTRUSS MAkUFACR1fER, LAOON PLAN. 3 GC. MAY USE EITHER 9IMPSON OR USP CGNNECT10N9,SEE FRAMINM PLAN FOR CONNECTOR CAWOUT. 4. FOR SINGLE PLYTRUSSES, SDAB ON FULL FEIGf1TSYP41TWTO TRUSS VERTICALWESW(2) ROWS OF 18d WJLS 07O.C. STAGGERED. 5. 1r MN.A.T.F. EME1gOMENT@ CMU BOND BEAM U.N.O. E SCAB TRUSS 0HORDW4W'2x SYPV(MATCH CHORD LUMBER 912E)V,(2)ROWS lo, 04" FROM FND64• O.C. STAGGERED: CFNTERAT CONNECTOR LOCATION AS MACH AS P09993LE. . OA MINMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTIONFWR ROOFIFLOORTNS9 9TOMA90NWWALL.*LINTELS/ICFWAIL9UW0 PLIN 2. CONNECRONATWOR32°O.GPBNDI GVEATICALSMRALLFLOCfl TRUSSESPMA LMO NRY WALLS WE DETAIL F812185.1 FOR MORE INFORMATION 3 CONNOOTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLRNCF WALLSAINTELS d. CONNECTION FORK CONTINUOUS RIM BOARD M TOP OF MASONAYAT S,, O.0 MAX. W Io AT FAN WHINER, G.C. TO VER:FYLOGATKN4 DOES NOT CONFLICT WFJI OF APMUCABLE) LAYOUT A CORNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUIRAMSw1 G2 IM TONNLS O MIMMAL CONNECTOR UNOONFRAMINGPIAN 1. CONNECT FM1:TRUSS TO WOOD WAIL OR SEAM © MINMALCOMIECTORUNOONFRAMIN(LFLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE (RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-On O.C. MAX 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF P SLO EAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8dNAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SOHEET S-4 C.M.U. OR IOF WALL o SEE TYP. WALL 114P - SECTION 2x4 P.T. FASTEN TOIIHZ C.M.U. w/ 11/2" LONG T-NAILS O 2'-0" O,C. _ SECURE J�HANNEL @ 12" O.C. FILE COPY ETAL DRIP EDGE -F x SUB -FASCIA _UM FASCIA CONTINUOUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL Ag4�41� (T � �;Irra,YPo�A s a 4 V J e: �G� �11�0A • $' `eAR F L ,�i Qom•.-•,., �t 4�'iT 6000` 111R6'(N&6&1'�b4` UP e4 00 10 W t� SO o KY •-I �j W �jgM6 Wa a Q €aLL .Lj 0- o a: o O o ' rN M 9 in V F a � � _ www.wswG.coM ❑ ❑ ❑ Zi Z Z10 Zd ¢I� J a - C4Z V1 (D Jm N Ti W Q U - n �0 W W V) C U wCS W t GT ~ (OaO ryd c coo /�IE ¢ N o bD iifl DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V Job Information: 0 a) N Ti N U ® N N 3 Q 0) G m Niz J m 0 (1) Do LL, Model Name / Number: 2265 ® Plan Issue Date: Monday, February 8, 2021 V KA PROJECT NUMBER: 21-1351 -Sheet: 6 Of: ROOF PLAN A LINTEL BEAM: --► 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROW, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK, CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP -OF SLAB gk MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. DOING. W/1 #5 REBAR CONT. 9 PSON SP4 W/(8)-led X 11/2 SPB OR SPS FOR 2X6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TIP. FILLED CELL W/3000 1, P.S.I. CONC. W/1 #5 REBAR VERT. f BEARING WALL HEARWALLFRAME WALL .M.U,25YP/SPF P.T. W/ 2` X 8" "J" BOLTS OR /2' X 6" EXPANSION ORS OR (6) 3' X 1/4' ONS OR7/8' HILTI TD(-DNI 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BR / T ^AR) WALLTO N.r.s. lue #5 PEINF. 20" MIN. LAP BAR -9� #3 OR#4 REINFORCING �8, BAR #A A. #4 I AP RPLCE 25" MIN_ LAP #5 STD. 90° HOOK #5REINFORCINGBAR #5 I AP SPI ICE #6 REINFORCING BAR " GNADE 40 U.N.O. #6 LAP SPI CIF MSO5 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4"X2%" _ 12'O.C. i 2 x e 1/4` X 2U- 12' O.C. 2 2 x 8 1/4" X 2114" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST LINTEL i SUCKP.T. O W/ 2/2'/2^ O.S.B. BETWEEN FASTEN PT J2:NAILER TMASONR i IF DOUBLE 2X NAILER 15 USED, USE 1/4^X 4 1/2" TAPCONS_ SEEOTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL 0 O b Xm R ATYDP MIN. (U R 'P 1.19° CLJR �r QfUz; 4 �:.; • L --� 4 R®AR AT CpitgM G 0, DP uNrR. GAY" wrroM c9NwRCING l#'9'ADIWL PR IVm IN LINTEL NARIIL B' tIOMHAL Wa)TH TTPE DESIGNATION P . PILL®WITH WidYT / LL .A ��� QUANTITY T aF S EidR AT GOTTGM CT :Nil. GAVIYY 6F 16-1511T NOMIHAL WIDTH J MANrly OF'6 IYM•IINA4 Hsle rr RE56R AT TOP MATERIALS 1. PC precast lintels a 3500 psi 2. fc prestressed limes = 6000 psi S. fc gmut = 3000 psi w/ maximum 3/S" aggregate. 4. Concrete masonry Units (OMU) per ASTM C90 w/ minimum net area Compressive strength =1900 psi. 5- Repair per ASTM in precast lime)ASTM A615 GR50. 6. Field Mbar Per ASrM A615 GR40 or GROG. Prestressing strand per ASrM A416 grade 270 low relaxation. 7. 7/32 Wire Per ASTM A510. S. Mortar per ASTM C270 type M or S.. GENERAL NOTES I. Provide full mortar head and bed Joints. 2. Shore Oiled lintels as rewired. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Untem are manufactured with 5.1/2' long notches at the ends to 8c00mmodete veniool cell reinforcing and grouting. 5. All Ilntele meet or exceed L/360 Vertical collection, except lintels 17'-4" and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added raper to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire stimps are welded to the bottom steel for Mechanical anchorage. 8. Cast4n Pence conerote may be provided In composite lintel In Ilea Of concrete masonry units 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Untel min. depths are "lied out an Ilntel plan. If contractor installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel end is approved willmut engineering letter. if a smaller FOR for approval. lintel is installed contact SAFELOAD TABLE NOTES I. All values based on minimum 4" bearing. EXoepdonl Safe loads for unfilled lintels must be reduced by 20% If bearing length Is less then 6.1/2". Safe loads for all recessed lintels based on, 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section speclOed. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addional reinforced masonry above the precast lintel. 6. One #7 repar may be substituted for two #5 rebars in 8' lintels only. 7. The designer may evaluate Concentrated loads from the safe load tables by CelOulating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe bad from n" lower heighL 9. All safe loads in units of pounds per lineWf°oL REVIEWED FOR CODE CCMPL'A" ST. L.UCIE CC a " BOCC PRECAST "U" LINTEL W/ 30DOPS1 CONQ. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNDCK-OUT BLACK FOR FIRST 111-1 COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-6" AND LAROER- 8"x8"x 16" CMU U.N.O. 10' )UT SHALL BE FLUSH H TOP OF WALL /---STD.. 90 HOOK / E 16-6o 7�;R;I ±--1YP. BOND BEAM S'x BEAM WITH 1 #5 BAR MIN. 8^8'X16`K.O. LINTEL BLOCK FILLW/3000 P.5.1. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL RiOM FfG. TO TYP. DOWEL 25' MIN. LAP (ACI 530) Aw I, g�� m 3 L W S c H 1, uuuuu��llT F y4 t� W v �t00 DNg LL LL W u § E' 4( LL Lj 13 agar Z�.2 L g � N O SSLI 1Rs� fa rR'Bm� LLLLZN BS r O V J n WWN.FDSENG.COM ❑ ❑ ❑ Z o1 Z n Z� Q rr � N g a A� Z � {g$. t/1 VI m W W C V � Pros O WI toZVI C dt� 1 a« 2 (0U — N E 00 '® ALEDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f \lob Information: Lf7 W V) 0 m 4 4_ / N CN S� E 0- Z �Q 0 I1J ZD N o J M U) P v ) 00 LL Model Name / Number: / 2265 Plan Issue Date: Monday, February 8, 2021 KA PROJECT NUMBER: 21-1351 Sheet: w Of: �li� � LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y,"xS' SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC, OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL ri VERTICAL MIN. 5 PER JAMB. o i 71 SECTIONAL ®IL I OVERHEAD DOOR `CONT. P.T. #2 WOOD SYP 2" X 6" `avoaciclrllr°fj 0°'4. 0 TOf1Re B° S �t ,n.•a TRIM o �. •r. tie.'-.``�4�V�h15E• U 2"x6" P.T. WOOD JAMBNo PER °D DOOR AND CONNECTION GARAGE SLAB �d o . 5(A� '<� ' GARAGE DOOR MANUFACTURER Y TYP. GARAGE DOOR TRACK MOUNTING DETAIL 9 ' •.F L • °, G� ••.,•• \, ®'°°0jE ' a�NP*� o o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS 0 DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. u §SS to V O gw 6F m Go �ro W r gg Fo o ik iF iG �i $g'8 U8m d �9o31�'d W yma� w a a LL 2 a w BLOWN -IN R-30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH 32 o o zY ' PERMIT APPLICATION PROVIDE BAFFLES F z" O 6l 2 » m W N �?' -� - BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) $ a s 2 e FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR "'n a a � A ® d 8 w 12 PROVIDE BAFFLES AT EAVES TILE ROOF PER ELEVATION SEE PLAN ( ) OVER APPROVED UNDERLAYMENT§ a to <� w „ Z a SEE PLAN (FOR VENTED ATTICS) PER FBCR 935.1.1 OVER APA �' VM.W.f➢SENG COM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR- �` SHT'G & FASTENERS. U z , OVER APPOVED UNDERLAYMENT g ' PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- FISH ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) zz S [ ] - TRUSSES @ 24" O.C. SHT'G &FASTENERS. � — - — - SEE PLAN FOR y �� TRUSS ANCHOR (SEE PLAN) BRG. HT. 1/2" DRYWALL FELT PAPER OR - • ° FELT o_ z ETAL DRIP EDGE �' • ! TO BE INSTALLED ON OUTSIDE - FACE TRUSS PLATE z zx suBFASCIA 3/4" P.T, NAILER - • � (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR ( t� W (VI/) y J � SOFFIT. SEE ARCH. 4X4 W/ 2x4 POST UNDER EA �_ 1/2" DRYWALL PLANS � -0- METAL DRIP EDGE 1/2" DRYWALL �' CURTAIN NAILER el8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM- �. KEEP IN 3/4 FOR SHEATHING NAILED w/ 8d NAILS 6" -_O V � — 'ao N c uuc CONNECT ALL 2x STU 2XSUBFASCEA 1 x 4 P.T. @ w[NDows n LINTEL BLOCK 1 x 6 P.T. @ S.G.D. ^ O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. V� TO TOP PLATE WITH (4) l6d TOENAILS SOFFIT. SEE ARCH. „ 3000 PSI CONCRETE N SEE ELEV. (TYP.) ALL SIDES / / o (TYP.) FRAME FOR COR- Qo OO N ERS FOR NON LOAD U = E 00PLAN PRECAST "U" LINTEL r�J va \ 112" DRYWALL SEE SCHEDULE N o °v o vv V� BEARING SIDES NAILED Go ' _ °0 m SEE PLAN FOR HEADER SIZE SEE u < `� ? W/ 16d NAILS @ 8" O.C. U o v �, jJ Q N o \ �" / OPTION,5132" OSB EXPOSURE 1 ON O.H.HEXT. WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS \ (TYP.)4 COURSE HIGH A.F.F.- _ DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEEELEV. SEE T813FOR NAIL ATTACHMENT. � SIDEwTEREDEA. SIDE w/2" WASHERS ` W/ (4) VERTICAL RENF w/ CMU BASE FILLED W/ CONICPLY -' - -- ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 FIELD. STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP.) HOOKS INTO FTG & AT TOP E OR ' "" ,f � � FOR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. NAILS ALL BEDROOM WINDOWS, REBAR W/ 3000 PSI OF COLUMN`. PLAN Al -Al C PI~IIANC 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS GODS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN „ SHOWN ON FOUNDATION & FLOOR PLANS q �v�yy �p� ST, L,UCII E yl U NTV ' (G.C. TO VERIFY W/ FLOOR PLAN H DIVISION LOCATION: PORT ST. LUC LOCATION OF OPENINGS IN u SIMPSON LSTA30 SEE FLOOR PLAN C+ EXTERIOR WOOD WALLS. IF NO w/11.10d TO BEAM FOR BEAM SPED OPENINGS ARE INDICATED, FULL & TO FRAME BELOW Job Information: STUDS ARE REQUIRED). J NOTE: 44" MAX. SILL HGT. ON x ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ell W/ SCREEN WINDOW STOOL r' , CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONIC SILL ' FINISH 7/8" THICK PER ASTM n C-926.98A PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 PER FBC AND ENERGY FORM V SUBMITTED WITH PERMIT EXTERIOR FINISH - (SEE ELEVATIONS) ' FILE COPY Z FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR l x 2 P.T FURRING 17" IN CONCRETE - 25 1 x 4 P.T. 530) ABOVE SIMPSON HETA20 ' � > y V „V� w AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI BASE NAILER Al ' Al BUILT-UP CORNER MIN (3) 2x4 r` 04 Cv 3, E g HO) W/2" WASHER AT 32" O.C. WITH PERMLf APPLICATION MIN. 6" FROM END -SEE WSD7 SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN , POST OR 4X4 POST W/ 2X4 UNDER z Q 43, � U m � a WOOD BASE --� EACH END OF BEAM FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR 0 J W ' o FOR SLAB INFORMATION _ _TOP OF SLAB _ _ SLAB INFORMATION _ _ TOP OF SLAB NOTE; 2 X 4 P T PLATE BOTTOM STRAPS MUST BE M'1 �[ W U) Model Name / Number: + to INSTALLED ON INSIDE OF C0 �`, GRADE COLUMN. DO NOT BEND v 9."v GRADE ... STRAPS UNDER PLATE. v !%,¢ �f�g "���° ° 2265 '•, ] � _ PLACE STRAPS IN FILL Plan Issue Date: CLEAN 'SEE PLAN FOR N CELLS w/#5 REBAR ry r °, (TYP.)4 COURSE HIGH CMU BASE COMPACTED : #%„ RE -BAR quANnnEs,, FILLED w/ CONC - SEE PLAN FOR Monday, February 8, 2021 (I -0''t • SIZE. TOP OF COLUMN BASE - KA PROJECT NUMBER: "• ', .;e °'" 2'-0" AFF SEE FOUNDATION PLAN 16" SEE PLAN FOUNDATION ,.. 21-1351 FOR FTG REQUIREMENTS PLANSEE NOTE DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: ^ 2 Of: WS01 TYPICAL WALL SECTION 8" CMU 3/4"1'-0' DETAIL - UNLESS NOTED OTHERWISE V` - WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-O" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N•T.s. TYPICAL FRAMING DETAILS ■ WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ ' STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG SHEATHING AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS A ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL (SEE PLAN) A EXTERIOR SHEATHING ' 7/16" O.S.B. 2x8 W/ (3) 12d ATTACHED PER NAILING EA. SIDE TOENAILS EACH END SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: 2X BLK'G. /18" OSB W/$d NAILS @ 16" O.C. Rd9 INSULATION AT EXTERIOR STUD TO TOP PLATE: SIMPSON SP4 TO O.S.B. W/ 2 - Sd TO SIDE & TOP NAILER WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED ' EA. END WITH PERMIT APPLICATION 2 X 4 SPF 2x4 SPF CONTINUOUS EXTERIOR WALL IS AT 16" O.C. EDGE VIEW BLOCKING ATTACHED EXPOSED TO INTERIOR SPACE) TO 7/16" OSB W/ (2) 8d 2 X 4 P.T. STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE I SIMPSON SP4 2x BUCKS SEE MS11 LINTEL FOR MORE INFO NOTE: HOLD FRAMING 1/T' y 1/2" X 8" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALL I WF01 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. I w m m t'A' 14e (2) 2 s 4 LAMINATIONS W/(t) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 z 6 LAMINATIONS W/ (2) ROW OF STAGGERED IGO ROWS OF STAGGERED ISO ROWS OF STAGGERED16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) NOIRE, (O = 0.162", L- 3-1/211) OR EQUAL (0 = 0.162". L= 31/2") OR EQUAL 11 ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE 81 DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION IRA FOR THE THICKNESS OFTHE LAST LAMINATION, ADDRIONAL 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) LJ `r• F.F. VERHANG �r. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" . NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL I N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. (2) 12d NAILS O.C. OUBLE2x (SOLID BLOCK W/ 2x6) TOP PLATE STRUCTURAL SHEATHING 4 8 7/16" MIN. NAILED W/ 8d r177 COMMONS @ 3" O.C. @ 2x4 STUD N ` EDGE & 6" O.C. FIELD RUN PER PLAN ` FULL SHEET FROM 2x4 BEYOND AGAINST 2xB STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR ��` �`� TO TOP PLATE W/ (4) 16d TONAIS (2) ON EA. STANDARD ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �`T �l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING \`* `�\\ TOP PLATE W 8d 2 1 2" x 0.131 NAILS (IM. / 2x6 i *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d + +I ug PENETRATION THRU TOP SPLICE I+ +I y TOP PLATE w/ MORE 00 THAN 50%OF TOP ROWS 12d 2X TOP PLATE TO I 0 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d SIMPSON PSPN516Z NAILS @ 6" O.C. I a W/ (12) 16d NAILS TYP. 'y + TOP & BOTT. 4f7 4! �+ + + + A7ACH W/ �.�.�.. ONAI S (2)ONxESaTUDS TO TOP LATE (4) 16d T°NS 2X4 STUDS @O.C. SIDE TIP. TOE NAIILS MAY BE SUBSTITUTED W/ W/ SINGLE EASSEE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE W/ PLYWOOD TOP PLATE W 8d 2 1 2" x 0.131 NAILS SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL aE15 I FALSE BEAM AT GABLE END N.T.S. CMU 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED �SP4 AT 24" O.C. /16" O.S.B. A. SIDE K BLKNG. ) O.S.B. /2.8d a. END (3) 16d SEE PLAN COMMON FOR WLL NAILS(TYP)— HGT. HEADER PER LOCATION---,,., log'�/ Ell -16m D.C.• SIDE & TOP NA LER2x + W/ (2) 16d TOENAILS I EACH END TYP. BOX HEADER—j EACH • V61NDOW OR DOOR O•L . CMU WF39 I TRANSOM DETAIL AT ENTRY 71 1/2"=1'-0" OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 I TOP PLATE SPLICE DETAIL 3/4"=1' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END I KINGS EA END JACKS EA END I KINGS EA END LESS THAN 4' (1) 1 (2) 1 (1) (2) >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM * 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 HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR Zx 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 P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. VF21 KNEEWALL @ENTRY FRONT WALL 3/4"=1' WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM :D04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. µaTnuaTl ,gw`8�p TOR/3E,rrr N S E sir s A ; ro�,�jl�•,.• •COP •,� c 0 15 m o ET�Qa f M OD r" sg m� 3 an m m LL �8a Z aU N O W U 0 HE F='A ° VWAY.FOSENG.COM ❑ ❑ ❑ (9 Z rT 0 0 0 CU z " 4 in 10 a 04 In zr Cll1J1 (g M °' y .. o� w ; NLn a�� C6 H- ON wroE m C CD Q Nom am ALDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUC_IE Job Information: I..L O z =°LO w \ Y / m IQ m z N CN m a J W VJ VJ G0 LL Model Name / Number: 2265 f Plan Issue Date: Monday, February 8, 2021 IF F KA PROJECT NUMBER: 21-1351 Sheet: 3 Of TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20%0" O.C. MAX _ SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN _ ' OR EQUAL TO 45° _ - i ' MINIMUM 2"x4" '- - - CROSS BRACING A ,, ..• (SEE PLAN FOR - ,.,� LOCATION) �.� .%'�—BLOCKING i (3) 12d PER JOINT _ CONTINUOUS LATERAL BRACING- , ' NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.s- TB02 TYPICAL CROSS BRACING DETAIL N.T.S. T4Fi{.�� s* . ,♦♦o�Gp. DE 2X4 MIN. BLOCKING AT PROVITE CENTER OF (2)E12D Q b C BETWEENITR TRUSSES W/NE J ,, N •. •: C-4 . NAILS EACH END TO TRUSS TOP GV '.O CHORD ((VV ..es'i SF O A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING Rio QF ••' ••"• \� a a ICI , WOOD TRUSSES — AT LEAST ONE TRUSS lJ IONP+m® dl °j°rl LLnTT\\� A TRUCTURAL PACE _-____• G.T. SHEATHING -o ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 o TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 120 NAILS @ 6" O.C. MAX24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM 3 12d ( ) 00 ROOF AT 12" O.C. MAX SHEATHING PER JOINT * SPACED AT 10'-0" MAX SYPITn TRUSS BRACING g 'c 00 00 SEE PLAN Wgg m F n aD cGyGy 8 Q 6- xc u ac yy vcc 0� �m LL LL LL BLOCKING9 S b.e m8A� Woo€ w a BETWEEN TRUSSES HIP TRUSLo 0 Q W v v LL v; vai SECT. A A Tip2X4 B03 HIP /RIDGE BLOCKING DETAIL N.Ts. TB04 TRUSS BRACING OVERLAP DETAIL TYP ) N.T.S. M. M�� o w mm _ �,� � Be. z U J N FSS°d cF'�. $ ®3. ° El 0 0 ,E W _MSENG.COM z z [� z O a TRUSS NOTES: J � 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ACCIDENT t1LO _ y BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT — J u_ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O A LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 0 0 BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD BRACING SHALL ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. CIDU J m SEE TYP. TRUSS BLOCKING DETAILS � cMq E i SHEATHING 3 TO a TRUSS X4 AS SHOWN L) ® ALTERNATE TRUSS SPACES DIRECTION Q N o W 111 RUS • .. *mow !� A Ww� �+ L� p� �: 1 DAMS HOMES _.. VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS TOE TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF 14) 100 B-EBCT�ION REQUIRED RAFTERS GREATER THAN 8'-0• 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING q P� �sy` iEW D. FOR GULFBREEZEp FLORIDA 32563 SEE PLAN DO BILE TOP n DOUBTOP LE PRE-ENG.TRUSS PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS VARIES w ROOF ,>a 1� p ® �,g V0D� 4„E*` NlP ,IANC DIVISION LOCATION: 2x STUD WALL SEE PLAN �T. l�L��gg"qq(/C:CI�oRT' SLOPE • PORT ST. LUCIE /, ♦ nfo Job Irmation: GONV. FRAMED RIDGE \ \ / / / TwA �A,. C MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF AS" C.C. W/ (4) 12d \ BETWEEN TRUSSES \ NEXT TO PREENG. TRUSS IF TOP & BOTTOM OR H5 OR BLKI NG. EACH \ @ 48" O.C. MAX. SIDE w/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl SIDE 2d NAILEDLS REQUIRED w/ (2) MTSITS REQUIRED @ RAFTERS GREATER \THAN \ B S'-O" 2X4 SPF BRAGS \ / \ @ 48" O.C., NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & SHEATHIN RAFTER EVERY rd \\ \\ ALTERNATE DIRECTION O \ 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) . i d) rl @ EACH END, CONT. EACH BAY B TS 2X4 SPF W/ (2) #TX31/2" /' / TRUSSES _N o 5 1.0 ++ i OY ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN ` V V M BLOCKING OR H5 @ 48" O.C. / w f0 N d1 PRE-ENG. TRUSS \ / N N 3i 2 CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP \ / / \ \ / / Q SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / O (N JLru� ��/�\ o B (USP MP4) @ \ \ / / coW V) V 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2)-12d NAILS @ AT 8'-0" WOOD 2x8 #2 SYP RIDGE BEAM 2'-0' ON CENTER \ \ / / 2X4 SPF BLOCKING _j VI Model Name / Number: EACH END MAX TRUSS , 2x6 RAFTERS @ 2'-WO.C. \ \ BETWEEN TRUSSES Y v MAX. W/ (3) 124 COMMON @ 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / , ,\ (3)12d EA. END (TYP.) 2265 (SEE PLANS FOR TYPE) 4 Fr @ 20" O,C. MAX W / (3)1OD SEE PLAN CTEEL MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ I Plan ISSUE Data: T & B CHORD BEARING SUPPORT 1/2" SPACE Monday, February 8. 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KAPROJECTNUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-1351 2x4 S.Y.P. @ 16" O.C. Sheet: ^ _4 Of. TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T,s. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS MMlm nd Fastarher Sowing {Jambs, Mead and SIN) C THERMA-TRU INSTALLATION \\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Useonly 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS, SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE R„ 6„ 3" 3" 3„ 3hr 3" - - III f I" r I 1 3" 3„ 3" 3' 6„ 6, DOUBLE DOOR W/ SIDELITES 2A /E n II 6" ;PACE EVENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE, O c� TOP OF SLAB SPACE EVENLY Rake ' Kral Edge s SHINGLE INSTALLATION GUIDE -fa L%M NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS. 3/6" MIN HEADS.6 PER SHINGLE. Q�iOod� UNdefr�� ` a � aTeopi3e...,,„tsa 29' ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTEDkl_. BEHIND FLASHING EXTER. WALL FINISHANDMIN EXTENDING LOCATIONS) Or6*ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT MEINI T ENTRY PLASTER STO SEALANT Roo SHINGLES 6" X6" H GALV.(LASHING CONT.1 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6" HORIZ.rHasnNNc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACH M ENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL AT & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAET HD. "TAPCON" SCREW THRU TW'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH e 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 ZX WOOI'> FRAME BY OTHERS SHEA11-aNG -- 6Y OTHERS CAULK BETWEEN FIN &SHEATHI NG 7F 00 ' O.A. WINDOW e i f IP If I HEIGHT ° ° IfI o z IN' °° r— 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. Ex'rERrm .a .*F III• •rl YqH Ra'"� 4 IF" III �Izr. IZ TYPICAL FRAME OPENING WINDOW INSTALLATION N'T.S 3/4" Is used. NER THE LMIERUAnIENT, THERE SHALL HE A NIMMLM nb, WIDTH GF ROOF CEMENT INSTALLED NER THE DRIP EDGE FLANGE. DRIP LUIi SI He, ADCHAMCALLY FASTENED A AMMUM OF 12 r W 'ENTER. WHERE THE Sesd AS DETERIIANED IN \)DORMICE WITH SECII R301.2.1.3'S 110 WH 177 HM/H OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10.058 IT.), DRIP EDGES SHALL HE MIR ICAI I. Y FASTENED A MAYNIUM OF 4 INCHES CN CENTER T— Sam. f MoFntln9.-... raterlor �I View OF Fixed wetdow B Wall framing: a2 Sprude InelPlr Or Is Silicone N10 x 1-11T• Spew Minimum Penetration 73/8" Cros Section V iew Minimum _f 1/7 SYmne ll Exuriar Sheathing variation In woes and bobbing typal it Is Jeff UP to the end to oefennlM the pre xerInstallation orthese Reins, tT i 01_Elr Vs sd 6sf rz m> atI'mg your A nGe v he bobbf" wrap Ma be peeled Oak for Irupev im,, nut Idease re�stkk the wrap to pr0.ea, CIe mlocks Tan scratchAs and slier damage uma maem,.ao, is ct€mpkD. Sfap l Measure to be sum the opening is 318'to 112" anger than the WiFNlow sift both Verbo ly and ho bortxgy. ' You may wish ib pre-0rill the installation holes in the fin at Him I me. fteganflAte preVimbed hats nbM/IpWI 4s are not /KKHfd REA 2 Apply a generous bead of dicone to the bxlade of the mounting fin. Ilse enough all dune to sufficiently All all weds between the fin and the no sheathing. SEI Inaertthe wnddw Into the opening from the outside. The window is labeled"imW and"mA9de", but fthesetabes to, been removed, the golding bind should always be to the inside of the buMN RW 4 Install shims under the sill, adlumng them until the Wa is plumb in the opening. Shims should be Installed under the all every 2 feat. The window should be basically rentered In the opening With nod more than 1/4" gap bloom the wdmdow MW wall firanning. SHIPS Imetalla a10x 1• 2"spew 4" fmmthe comerofthe fin ateadh end ofthe head, sdland bothjambs, Sep 6 iratrg the remaining fastener In 8• m remerns from the comer screws to the renter of earl frame member. Use rare not ro aver - tighten Me views and pill them through the fin. Ako,mt*e"etlpsaev5goin$"OtaWdDWtwlaathefMMtobOW, Wall framlg shodd be a minimum of #2 SmwxN NWjFd. Fasteflets III be ago screws M suft dent!!%th to achieve: 1-3/6' w etatdn Into the no and to Ica than 1/2" from edge of flamono. Familiar 0uamltitia needed In asulm Ntle of fame M aret. R" maziihe Step 8 If dewed, a foam Im lladon can be applied to tln interior gap between the window and wall framing. If applied, IWismustbe fie NONEAFANOINO TYPEfOAM, Step Since these windows are typically used In rooms with high mtlstae,le, bathroom, ft is modamiddedthat the interim gap between the window and Will naming also be sealed LAM somone and tooled so as not to mierfe s with the installation of wallboard, die or Mon. Step 10 Onal all construction Is complete, remove the bubble wrap from the inside and outside of the window. If neoeasary, dean is blacks with a mild detargent and warm Water using a soft ddn. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: 1st Choice DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING COUNTY APP. NAILS. 3/8 MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: 'Florlde Metal Products, Inc ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDII PRODUCTS LL( 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice 1 +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-( FIBERGLASS Q 2nd Choice +67.0/-67.0 THERMA TRU{FIBERGLASS 7 tnxtttiN4h Est e n T,OF. F , ry.`QF' ; � 6 E a AA 01cr sei� ►'a eONPe� LL lx i§ten d W to 1- 000 v V F � uO OD 8 U8 6a LL m'�- rd—NFL w 0- ag = � wLLmg O III$a� O ?sus 3 o r €o, WA m� & o m a P — 6d _, n ggm l7 5" an o 8 a S Approval # E°S'29 fall A �� yAyyL.f-DSFIVG.fAM ❑ ❑ ❑ 0 F1.7006.1 R-10 Z o Z 4) N O Z as z J � a to Cn ri z ,N /� to ° a� FL21580.1 R•1 n ) wr l'h � m 4-1 To m undo UNDERLAYMENT SHALL BE APPLIED AND FL12328R8 o ua ATTACHED IN ACCORDANCE WITH ` ,� c ti R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS 2x BUCK ATTACHMENT 70 BE ATTACHED WITH 3/16" x 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. J _tj ast— t 00 man = oiz- m m v Q C4 6 a°o lit y 0.0 a m FL16546.1 FL15279.36 DAMS HOMES FL20461.1 ISM -� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 F1.20461.19 a 1. DIVISION LOCATION: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered NAILS 1/z LONGWrrH�w1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. 2nd ChoiceN.A. SHALL BE BEYOND WALL DRESSING Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON F 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS MIN. _ I +40/-5Q MI WINDOWS 3540 SERIES Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS PICIUre WIndOW SUFFIE-- LENGTH TO ACHIEVE 1°fi" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. O Ion_. Mullions: 1st Choice M-1926 MI WINDOWS Mullion VertlOal IFOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL. 18504.1 I 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1_4 z N Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM LO i 0) o EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US B OC 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDOWS WITH MIN, 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES N07 DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOI In SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1/<"-20 MALE PANELMATE W/ AT O.C. 46 PSF IN7, PANEL MFG. INC. Steel Storm WINGNUTS 121h" BOTTOMM 1/4"-p0 SIDEWALK Parcels BOLT W/ POWERS CALK-N I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 Wj U ! , ' n. O J LLJ Goo �P J m 0(/� FL18644.3 R-3 Model Name / Number: FL16503.4 R-3 2265 Plan Issue Date: FL16293.1 Monday, February8, 2021 VI KA PROJECT NUMBER: 21-1351 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER ' NECESSARY IN CORNERS THROUGH - & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW RESISTIVE BARRIER SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS -- -„ , i . _ ��� "� - �' •� DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resislnnt exterior wall envelope- The exterior wall �/'WEATHER , RESISITIVE WINDOW UNIT envelope shall Include flashing as described In Section R703.4. BARRIER s TAPE EXTERIOR WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the "- SHEATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 cm) '.. peas EDVNNDM WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS D E TA I L S R703.2 Water -resistive barrier. One layer of No. 16 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells No. 16 \WEATHER asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. Joints occur, felt shall be lapped not less than 6Inches. 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 ph PP BARRIER SEAL TOPS OF JOISTS ��I �' I i:E PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a UNDER DECKING ° manner to meet the requirements of the exterior wall envelope as described In Section R703.1. BUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where ' applied over wood -based sheathing, shall Include a water -resistive vapor -permeable, border with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The Individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashing (Installed In accordance with Section R703,4) Intended to drain ore he secure weather 1. Cut, told up ri temporarily above resistive barrier above header to allow for bashing installation RIM JOIST Refer t0 the number marked aS ®in each detail that corresponds to the to the waterresistive barrier is directed between the layers, 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items inthe list Of instructions below: Exception: Where the water -resistive bander that Is applied over wood -based sheathing has a water resistance equal to or resistive barrier 1 Fold weather resistive barrier back over head flashingand (7) yv[ seal with tape 2 j 2 PAPER O 1. Install self -adhered flashing in order as shown by numbers Z Install flashing and weather resistive barrier to form water shedding laps 9 9 P 3. Self -adhered flashing can be substituted for building paper inute Grade D paper and is separated from the stucco by an intervening, substantially nonwater greater than layer of designed absorbing layer or designed drainage apace. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) for ease of installation and to minimize y ) scoring Cuts R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle•fashlon or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant. Fluldapplied membranes used as flashing shall he applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water Into the wall cavity or Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW 1WP01 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W P03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and penetration of water to the building structural framing components. Self -adhered membranes used as flash) shall coin I with flashing comply adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 pass 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT ADHESIVE 6. Fold as shown by arrows exterior walls shod comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ityatt t r r ra!!rr TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit hearings shall be Installed at the following locations: oX% T C) FijY REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight t0 Comer 8. Mechanically fasten as necessary 1.Exterior window and door o penings. Flashing at exterior window and door openings shall extend to the surface of the ��.. ' �G R ••' q bQ) COMPATIBIUTY ' SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be Installed m -.r : ND SELF ��o • (BEFORE FOLDING, SCORE In accordance with one or more of the following: `` SELF -ADHERED FLASHING -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSE,` ADHESIVE AS SHOWN) 1.l. The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the PP .. OCQ `.mp o p BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing nor A•'• $� �a •' 41 THRESHOLD ' Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. +°, F ].., •' w .• . 2 a MECHANICALLY FASTEN As Pan flashing shall he sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to the for Ile NP�,�> sg!!l11os SECTION -A NECESSARY IN CORNERS THROUGH water resistive barrier subsequent drainage. Openings using pan flashing shall incorporate flashing or protection (SEE DETAIL WP02) SELF -ADHERED FLASHING nt the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional t®ltvte it 'e • SELF -ADHERED FLASHING ///���---��� 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ v 2 WDMA 300 or FMA/AAMA/WDMA 400. z SELF -ADHERED FLASHING 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE 1 projecting lips on both sides under stucco copings. © 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuous) BOTTOM NAILING 8 (SEE DETAIL WP07) 2 '] above all projecting wood trim. y p] g FLANGE - N O S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections.�� g w g Id mId n 6 F $ w Go E VS �m SELF -ADHERED FLASHING HALF ROUND WINDOW /� W PO4 SELF -ADHERED FLASHING W P05 SELF -ADHERED FLASHING V1/P06 EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At bultt-In utters. g 0"..- w e m m" fD�nr` w a m' a di`v9$g �fraB ui Q SELF -ADHERED FLASHING - DECK PROTECTOR Z 2 �� Z Y '�c 82, mq`a 3 O 3 ,`: 6 Q� Y 55 pp " SHEATHING 7/8" Cement Plaster �"$.m6 1pm�mm or O 2 7/8" Cement Plaster s in s a a G ` as 3 in accordance with ASTMC926 in accordance with 21 «a Z ° � o SELF -ADHERED, ASTMC926 m F o � If J� s F c 2 FLASHING PATCH - . Felt backed metal Felt backed metal w vma.tosENc.coN ❑ El ❑ a SELF -ADHERED FLASHING lathe in accordance lathe in accordance withASTMC1063 ASTMC1063 ///'�a. O z m ( DECK PROTECTOR c n" > with - 0 O �V•�r�/ \ / 'Ile I Building Paper Building Paper z [ O.S.B. O.S.B. DOUBLE SINGLE JOIST " y sheathing sheathing ' ' -' Z N JOIST SELF -ADHERED FLASHING , . Metal Kelp top edge `till L,ry ro SELF -ADHERED FLASHING 1 ,.' Flashing _ ... .,, of weep screed 2" below top of 31/7, block j� w W, 2 ', ° U 3" MIN 4 Unperforated Flange 7/8" Vulcum cauk bottom �0 c O 5 Weep Screed �f0 joint only Maintain M o E SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING WP08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Bottom of Metal Flashing Wee Screed 3-1/2" Unperforated Flange 7/8" Weep Screed " o - fi ,m x o U o Iiibs>l 0 OUTSIDE CORNER 1 1/2 to 2" r INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1 /2" Cementitious Decorative Finish ® a M o m Q'm ® DAMS HOMES ,b•• ••o, All inside and We EXTERIOR outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. F WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY BUILDING PAPER cut and caulked all Cement Plaster butt joints need to GULFBREEZE, FLORIDA 32563 SLOPE SLOPE SLOPE in accordance with ASTMC926 °• 4'' becauiked using DIVISION LOCATION: 0.3 in: 12.0 in 30.5 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd Vulcum caulk for all floor PORT ST. LUCI E ♦ Job Information: (0.6 cm : cm) --� SELF -ADHERED FLASHING WIRE LATH > SELF -ADHERED FLASHING `- -- EXTERIOR BUILDING PAPER CEMT. FIN. LL WIRE LATH O SELF -ADHERED FLASHING 1/2" CPlante F }fit C CO F- WIRE LATH Block w _ LLO N U 21/2" Perforated m 4-- m BUILDING PAPER ° Flange 1/2" Weep N N 3 E BUILDING PAPER Cement o, Screed Plaster U v over block ` Q J w o EXTERIOR lstfloor J m LL- WINDOW UNIT CEMT. FIN. ♦ Model Name / Number: Slab Install bottom edge of weep screed 1" below 2265 finish floor ♦ I Plan Issue Date: Monday, February8, 2021 8 2 OPTIONAL DETAIL ♦ KA PROJECT NUMBER: g 8 3 O Note: The building21-1351 paper and metal lath WEEP S must be installed over the top of 0 CREED DETAIL LL SCALE: NOT TO SCALE SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD FWP 0 SELF -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING W P 12 sheet: W P Ot: CEMT. FINISH WINDOW SILL CEMr. FINISH PARAPET WALL the weep screed. WATER PROOF DETAILS