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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: TRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX O� DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE. CRITERIA �n TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ST ENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAI MENT; AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL PROTECTION 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 2, HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OF ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. OR 11/2" TO FORM U.N.O. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1084M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING DE REQUIREMENTS CO QU TS FOR STRUCTURAL CONCRETE • (ACT 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACT 301.10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL A615M GRADE 40 U.N.O. REINFORCING FOR FOOTIN13 BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OFTREATMENT 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 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD PREVENT INSECT INFESTATION ARE REQUIRED TO BE FIELD TREATED TO P 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY USING ADDITIONAL CROSS -REINFORCING TIED TO FO LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORI EPDXY, THEY MUST FIRST CONTACT THE ENGINEER 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH TEMPORARY RARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY TING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON G 1ESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT F RECORD FOR WRITTEN APPROVAL. GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL-2015 EDITION 1. ODE REQUIREMENTS: C QU NTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. TH DRANGS AND SPIFICATIONS WITH THEO ERK QU REMENTS OF ALSHALL CONFORM LTHEFOLLOWING WHEREAPPLICABLE:IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 1900 PSI ( fm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TOAST 3. COARSE GROUT SHALL CONFORM TO ASTM C476 W GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE C27412A. TH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 2S DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASC 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALLBE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. NRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. BE 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 1OFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 1ASO5 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 ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL 360 LL/180 LL/360 LL/360 LL/480 TL%120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG. 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY /REF. 2017 FRC R703.7.11, R703.7.2 PLASTER. CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER PLASTERING W/ WIRE METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 8. TEMPORARY BRACING AND SHORING OF WALL TO P 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACI 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS'PER AS A STOP IS PROHIBITED. OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR G SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL *TL MAX 2" UP TO 40F7 SPAN **TL MAX 2"U •** TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY. SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* 0 O O 0 SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP, U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 g07TOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 - CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. - WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Flo = 2400 PSI MICROLAM (I BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. : 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISEAT NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING WALL AND ROOF • AT BUILT -GUTTERS. INTERSECTIONS FLOOR SHEATHING: PLYWOODROOF DECK: EXTERIOR T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) TE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE. COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.E 20 (-) 28.8 (-) 34.4 0 50 (+) 24.8 (+) 24.8 (4) O 27.1 O 31.1 Y (+) 23.4 (+) 23.4 too DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES. 2. "a" =.END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 ry COVER SHEET s .., FECEIVt!) 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN ` Perm�itynklep�pn�ent &" 5 ELEVATIONS x 6 TRUSS LAYOUT a S-1 LINTEL PLAN v S-2 DETAILS v S-3 DETAILS f L py S-4 DETAILS 1 S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC $ I ,ttt11T611/0o)Y/P QyO ORRI"Oo w,ea, •GENSE'•S s S � J � SBA •r � cc OF °h%�Sslosaa,,� __ ®neelaaact"®� a w n v E m gr amw u� N Go �`. � yJ� J� � � NN LL LL 1L M1 . 'Rif PRE ENGINEERED WOOD TRUSSES BOTTOM 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES � H.1 A�� - - - 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL $ Q. � c- a ir STRUCTURAL PLAN = Z a F z o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING °�LL y $ ° a o: 0 GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w a g mos. E E m m 0° iii 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENT" • 5 r LL Z a= d g a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AN TOTAL DEAD LOAD. BALCONIES/DECKS 40 (PSF) a� R O o 8 C 4: BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE �5 REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. a I 1 4 1 O N BALCONIES OVER 100 SQ:FT 100 (PSF) . t a o 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) o s" g °4 N o ~ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR iLIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES » www.Fosrwc.cara 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) ,2� � m - SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 1.50 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIREDFOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVI1W AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z EA S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BRING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) � Q SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, SLEEPING ROOM 30 (PSFj STAIRS 40 (PSF) 3 °- UPLIFT CONNECTORS FOOT NOTES 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TR1�SS 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 Url TO UPLIFT OR LATERAL FORCES. INITERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. $ ly H <. 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 w w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. •� Ero E ,;wi w mo `v O c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE.. . { o 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS. MAY E SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SE N FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these w w 00 E i 08 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, Licensed ai PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Profe3910naIS clear InfOrIT18ti0n. Every attempt has been made t0 _ t 01 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to h -' U (R THE EPDXY FILLED HOLE. USE A TWO PART EMBEDME T 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, wr to ' ., o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the comma - ¢ d m commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY T CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAYrespons"ME c3 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not e for any preported to the Designer / Engineer prior to ns 0 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) # VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. Q �,.. MOM '� TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction, All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTI N MAY BE SUBSTITUTED WITH (1) SIMPSON MTSMi6 TWIST STRAP W/ (4) sA"x 2Y<" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the JIM MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS our lit information found in these plans should be directed tooQuay 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 Yo MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2' SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges v PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer d 3000 GU LFBREE E Z PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the W a GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the a terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES TO CODE SECTIONS. PORT ST. LUCI E 16d x 2$/2" NAILS AND 6/84 ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. - 'V Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. t MASTER REVISIONS i- DATE DESCRIPTION O MEd S g z r 5 LO / LI J Cf Northwest Florida® E \ / in a 3 1 rn z i-- �<0M � co B 0-jwZDMIL NJ M Cn (n oo 2 �� Model Name Number: GUL-BR2EZPARKWAY ULFB\EEZE9 L®nMA 32563,� 2508 TT Plan Issue Date: REVIEWED FOR a Tuesday, April 28, 2020 CODE COMPLIANCE 2 KA PROJECT NUMBER: W MODIEL 2508 2CFST. BOCCCIE � 20-3010 ►�' � Sheet: � Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFT MARK SPACING SPECIES CAP.(pIQ TOP BOTTOM NO BW1 is" (2)16d 70ENULS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6)-10d SPI w/ (6}10d BW2 18" STUD, (6) l0d PLATE STUD, (4)10d PLATE SPF 402 BW3 is, (2) SP2 W/ (6)10d (21 SPI. W/ (8) Jod SPF 803 STUD,Jac PLATE STUD 4 1Od PLATE No BW4 16" (2)160 TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6YIOd SPi W/ (6HSDd 18" STUD 6 10d PLATE STUD 4 lOd PLATE SYP 439 (2) SP2 W/ (6) 10d SPI w/ (G}70d BW6 18" STUD 8 SOd PLATE STUD 4 10d PLATE SYP 878 No BW7 12" (2)16d TOENAILS (2)led TOENAILS SPF UPLIFT BWB SP2 W/ (BHSDd SPI W/ (8110d 12" STUD (6)10d PLATE STUD 4 10d PLATE SPF 535 (2) SP2 W/ (6) Lad SPi w/ (6}10d BW9 12" 1 STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 5W10 12" (2)16d TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 W/ (S)40d SPI W/(6)-10d �" STUD, 6) 10d PLATE STUD, (4 30d PLATE SYP 585. BW12 (2) SP2 W/ (6)10d SPI W/ (6)-JM 12" STUD, (8) dOd PLATE STUD, 4 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL ({a SEE PLAN t" MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE - HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/93 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/S-1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION , - PLAN FOR MORE 2x P.T. W/ 1/2" A.B M 32 O.C. W/ 7". INFO EMBEDMENT OR 1/2" A.T R W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, ;REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD 0 32" O.C. 7/16" OSB PLYW'D W/SSEE GENERALNOTE#8 EEMEDMENT BRG. WALL DETAIL NMUD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3 CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4 SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF08/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF -SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 711W OSS PLYWOOD W/ Sd 1411LS AT 4' O.C. IN FIELD AND EDGE TO M SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IFTHE BEARING WALL IS INDICATED WITH THE SAIL BW4, BW7, BW10 THESE WALLS. ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/BP2-0RWE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 30d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN- & FASTENER UPLIFT(Lb) C1. (3)2x4#2 SPF 14)-16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4" X 11/2- 2145 SDS SCREWS C3 (3)2 x 4SYP #1-OR (4)-led TOENAILS 0 (4) 2 x 4 SPF #2 D172Z W/ 1/2' WEDGE ANCHOR* & (8)1/4' X 11/2' 2145 SDS SCREWS C5 O4 x 4 P.T.#2 SYP POST ASU44 W/ 5/8 ATR** & (12) 161 NAILS G = 6665 U = 2200 6 P.T. #2 ABU66 W/5/8'ATR** G-12DOO O6x SYP POST & (12) -16d NAILS U - 2300. 6x 8P.T.#2 ASU88 W/(2)-51W ATR** 0=24335 C7 SYP POST &(18)-led NAILS U=2320 3.5 x 3.5 P.L. 1.8E M =2400 PSI HDU5-SDS2.5 W/ (14) 1/4' x 21/2" SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L FIDU58DS2.5 W/ (14)1/4" x 1.8E Fb=2400 PSI WOLMANIZED IF OCT.)ANCHOR, 21/2" SDS WS & 6/8' EXOPY OR ATR** 5645 110 3.5 x 7 P.1- 1.8E Fb-24DO PSI HDU&3DS2.5 W/ (20) 1/4' x 21/2" SOS WE & 7/8" EPDXY 6970 (WOLMANIZED IF EX7.) I ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. iM Fb-2400 PSI (WOLMANIZED IF EXT) HDUBSD32.5 W/ (20)1/4' x 21/2' SDS WS & 7/8' EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P:L. HOU&SDS2.5 W/ (20)1/4" x 1.8E F'L2400 PSI 21/2" SDS WS & 7/8" EPDXY 12 WOLMANIZED IF F1lT. ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/&S 4. MINIMUM BOLT EMBEDMENT: 5". EMBEDMENT FOR 1/2" Am 6- EMBEDMENT FOR 5/8" AIR ` 6" EMBEDMENT FOR 7/8" ATR 5. IF (01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7 SAME NOMINALBIZE PARALLAM COLUMNS (1.9E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs- GUN APPUCATION NAIL DW-LENGTH HAIL SPACING 8d 0.131' X 2 W 0431' X 2 %* SEE PLAN RING SHEATHING ' SHANK ON ROOF ROOF & WALLS SOd OR 12d 0148" X 3 0131 X 3- SEE PLAN BLOCKING & TOE 0148 X 3' 0131 X 3 JA NAILS & TOP PLATE 12d 0148" X 314 0.131 X 3 i4 8' O-C.(COMMON) STUD WALL 8 O.C. GUN NAIL CORNERS 10d 0.148" X 3" OA31" X 3' 8' O.C.(COMMON) STUD PACK 6"O.C: GUN NAIL COLUMNS led 0.162" x 3 %f 0,131' X 3'A- (2) 18D(COMMON) ISEE PLAN (3)160 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2).2 x 8 #2 SVP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION. PROVIDE (2) USE! FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR (2) SIMPSON HEMS TO CMU O.C. TYP MR SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 44 OSB HUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4• x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Rx=26DO PSI. NAIL BEAM. SIMPSON LSTA24 OR (2) M4 TOGETHER USING 12) ROWS HTS20 TO WOOD POST 1/4° x 9 1/2' SDS WOOD DR DR (2) (21 SIMPSON HETA16 TO CMU SCREWS 016" O.C. TYP. COL L.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4' x 117/8' LVL 2.0E Fb-2500 PSI. NAIL BEAM CONNECTION: PROVIDE (2} M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA36 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" 1VL - 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4' x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HEMS TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF 13FAM5 REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITT€N APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 SYP Y F SEE HEADER NOTE #5 GENERAL#2 W/ 1 /TCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET-; (2)-2X12#2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 112" FLrrCH PLATE THIS SHEET HS (2) -1 3(4- X 11 1/4 ATTACH TOGETHER W) (2) Rows 114' X 31/z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE HB (2) - 1314- X 9 114 ATTACH TOGETHER wi(s)ROWS1/4"X 31/2' LVL 2.0E Fb=2600 PSI sos WD 9CR 16'! O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END. 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0", 9,-0„ (2) (3) (2) (2) 10'-00 = 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADIER IS ON THE lat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORMOTTONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL READER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/93 5. FASTEN ALL MULTIPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2xl0 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE S A ` _ +27.6 / •29.9 B +27"6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 <__ ` » f M1 58a +24.8 / -27.1 O +24.8 / -31.1 I_ I 21'-0" 23'-B" 14 0" O +24.3 / -27.5 O +23.3 / -26.0 7%8" 13'-4" 10'-0, 4„ 12'-4" 3,$x 10 4, NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND - - O SPEED- THE WIND PRESSURES LISTED ABOVE ARE 6 BW1 I) "ALLOWABLE" PRESSURES O 253H BL253H WALL LEGEND 16" PRECAST ABOVE 16" PRECAST A VE q. _ _ LASS I -o ----------- --------------- EGRESS ° TUBFIBS/ ROWER °P 5 SH. N W I CHOSE FRAMED WALL urvlr in 1668 �, a 0) 40 z MS03 BI68 "i 1 /� W O MS03 N�AI W O s1 1-1--r--,-,�„�-T;•T--,-,-- HI " ._ " ° " 8'-0" CLG " BFARI NG FRAM- ..7 WALL Y x u� 4 5 2 9 2-4 4-10 94 Sol BED 00 L AL = 4 L 2X EXTERIOR WALLS W EXTERIOR SHEATHING o E EDIT / RING S-2 8'-0" CLG' O BATH 3 2650 SH 8'-0' CLG M B 8'-0" CLG `) ATTACHED PER NAILING SCHEDULE ACT AS � SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR aP I TFlAP `26S /O� BW1 I STUD SPACING AND GRADE. N O H2 % ry {/ B ° O A (2) 3050 SH ° N1 2868 4 MASONRY WALL 51 T-4" 1' 6" 3' E" H4 O BW3 BREAKFAST s ° 10'-0" CLG at Al<ctforwrrr®fd fg.... raR� 2-2068 2668 2868 Cp �� e \GeNSCr*•, c .• A. Z 12" CNTR. TOP ON IG T. GENERAL NOTES E - - R/SH = 8' CLG 42" H. 1/2 WALL , LINE Y - ND moodvJ °P I 'Ri 1. R302.5.1 Door from garage Into house must be a r = * R/SH 'D N , `1' minlmum 1 3/8" solid wood door, solid or c (} 0 L ' w 4'-0" 2'-4" 3'-7" 3 11" 3'-0" 19'-0" 4--n 14'-0" eyT.q �•(' p.� _ _ _ _ _ _ _ hon mb steel door, or 20 Minute fire rated door. . �2-2088 - 2665 " - - ^ 2. Bathroom exhaust fans must vent to the exterior of_______ _ _ the building, exhaust to attic space and soffits is notacceptable. Ventilation shall be permitted to exit through /SH I 2 R/SH the soffit If solid soffit Is Installed 5'-0" on each side of z d ro - - - - - - - -, the venting. F , o 4'-10" 3'$" 5'-6" I 3. R902.BThe garage shell be separated from the - @� IUR/SH r@tidence and.R's attic by not lees then 1/2-inch W I•C' (12.7mm) gypsum board applied to the garage side.;H ; y0, I T 1 10 habitable rooms above by not less than 5/8 inch 0M 3 O 9I 3 FAMILY R00M(15.9mm) type x gypsum board or equivalent. WhereBEDR �. TCHEN " rI N I I W I the separatlon Is a floorce111ng assembly, the8'-0", CLG , 10'-0" CLG O 10'-0" CLG i''' I a �, I structure suppong the separation shall also E 1 ' I protected by not less than 1/2 inch (12.7mm)L a p I gypsum board or equivalent.Ecc G.T. r - „ - - - - 0 4. R312.2.1 Window sills In dwellin units, where the c g ; AlagW II R/SH -`D g ui C125� " I� [i' re ` I ' LL opening of an operable window is located more than El g „°iw I ' I¢1 72 Inches (1829 mm) above the finished grade or as e 0'Mmd �,-..LINE o o 0 3 B y �� 4, 2' 4" _ Surface below, the lowest part of the clear opening $ € I N of the window shall be a minimum of 24 Inches a 'a Q =,� u! ui 40OP'G ® ® o v5 a .w / _ - _ (610 mm) above the finished floor of the room In c € B „ E a "'a Which the window is located. Glazing between the 2 �4 W z o ' floor and 24 inches 610 mm shall be fixed °' €1 n o ¢ r L 11.$„ , �,$. ( ) d or have u, 4 ° g fY I s ,�. ,Ir 2' 4, 0 S ATH openings through which a 4.lnchdlameter (102 Trim) w g m & m in do FLIT i 8'-0" CLG x sphere cannot pass. .6 a a m A n I 8'0"CLG LINE DROP L-_ a M by g� ?s d0 10"x12" sue,' w LL0 d p w of N , CLG II�� W N 5. R308.4.2 All windows within 2'-0" of doors and In 8I N w 2468 R/A 2868 , , 1 SOFFIT 2A I shower or tub areas win be safety tempered glass. o �re gr W _ _ _ _ _ _ i _ _ 6� N e _ a F 4" NMAy.FDSaVG.COM ❑ (� ❑ ® f 1 4 6. Calling for exterior entries and covered porches to r " have 7/16". span rated OSB nailed per zone on 'D ° 3'fi" 3'-10" 8'-8" 0"' ` 3'-3" 0" '-1" _ OP MCI` diagram nailing schedule or 5/8" COX 10 Z b) lit T&G acceptable for substitution. o m W BEDROON42A/C 10" O W RD4N a F.G. " Z ti �` COL m T B I • O SHWR 7. ECI R402.2.4 Access doors from conditioned spaces to Q a' FLRG ONE UhcondRloned spaces (e.g., attics and crawl spaces) � O In 8'-0" CLG ». ® L MS03 Shall be weatherstrlpped and Insulated to a level 3 n. IL _ • Si tquivalent to the insulation on the surrounding c - Y TILIT 10'-o" CLG �--10"xl2" FOYER C2� Cs �o I 0� ° T. DINING ROOM Surfaces. z g , BW3 � (n 0 ¢ a ¢ - " ; ' S. Laundry Note: (Unless noted otherwise) Provide dryer S - - '-0" CLG SOFFIT 10'-0" CLG @10'-0' rn ' r, T - y ' vent thru roof max. Igt. 35'-0", washer & dryer units I I , I 3" X 10" ' 3'.8" 5'-4" 4'-10" (Washer unit to be always on left side when facing t7 E ,w > F CORNER w ,z ,o x units) hanson box @ 36" aff T V - u°, O B /SHOWER° II 'o to PROJECTIONS k �= �CC U) E w z _ • rL-i =�= i SHOWNOC'S & 1 a0 �� i= W N 9. Callings for exterior entries and covered porches to be c m 0 ALL LIVING ROOM • 2-2669 - _ r w ; - WF39 ;I- I INVERTED HIP TO 10' O 7116" OSB on underside of roof trusses shall be v F •; I I '= Ix , g3 attached to all framing members with 2x blocking c U w _ _ _ -. _ _ I y III MS03 I I I provided at perimeter. The OSB shall be attached w/ 8d i0 w o N R/SH iv ` L-_ u �3 MS03 S•1 , , ;'� w nails at 6" O.C. field and 4" O.C. at edges or 7d screw c '_ ..'l _ Sl WF01 I H4 ' 'H- > o \ shank 3" O.C. field and 4" edges. Vinyl ceiling to be - _' - ." 2868 S-3 WF02 O �a M \ 1 op attaches to OSB per manufacturer speclflcatlons y '• U ra o od BW2 O BW2 O VERIFY W DODO TYPE S 3 3068 S2 H _' Y C2 N4 H1 WITH ELE ATION © EGRESS \ Q b4 'lint (2)- 2" SIDELITE MS03 \ 11's" 5'-0" a•-0" s1 \ � '�` DMS HOM6!'i5' DBL 26 SH q TRANSOM ABV. \ v LI M503 I ©� MET. T'HLD EA SIDE OF ENTRY S1 ATTIC ACCESS g•g" L 7' 6" TRANS. ABV \ w FLORIDA CONTRACTORS LICENSE NO. CRC1330148 LOCATE IN FIELD „ SEE ELEV. WF21 \ w 10'0^ r ,M. 3000 GULFBREEZE PARKWAY 2r' x 3s" MIN ENT Y _ S3 _ \ N ------ GULFBREEZE, FLORIDA 32563 10'CLG a DIVISION LOCATION: DBL25sH a PORT ST. LUCIE BM9 < BSS3 BM3 v W CEILING Job Information: I aP 2 CAR GARAGE W 8'_0„ CLG � ; m i COL. W" CMU COL. W" CMU o , , COL, W/ (2) #5'S a r N q ; COL. W/ (2) #5'S ao TOP OF COL. @ 8'-0" ro �'�/ ,. TOP OF COL. @ 10'-0" ,- 0 q N ry o O ------------------------------------------------ ' "y FILE COPLC LC 12'-0 8 $ 13'4" '' I y -0 ' r r"r+ m > VIEWED FOR / LO N .. .3 .� S12 20 RE s2 CODE COMPLIANCE a z F- � V 00 0 a eBB ST. LUCIE COUNTY - O �_y�I �L'�^�i ��//'�� M �p N W V J V) lX) LL BOCC m Model Name / Number: 0 �/� 16 X 7 OVERHEAD ,� 2508 1 4'-4" 13'-0" 6' 8" 14' 4" AREA CALCULATIONS Plan Issue Date: 15! FLOOR 2s16 S.F. Im Tuesday, April 28, 2020 24' 8" 34'-0" m V LVL PROJECT NUMBER: m e �T d TOTAL LIVING (AC) 2516 S.F. 20-3010 G�1GE 555 S.F. Sheet: PLAN � ENTRY (BASE) 177 S.F. -' SCALE: 1/4" = 1'-0"CQWRED PATIO/LANAI 200 S.F. ELEVATIONS IIC11 TOTAL AREA UNDER ROOF 34488•F• $ FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" REINF. OPTIONAL CURB FOR fIES GRADE SEE PLAN MASONRY CURB F 0'-0" �r •— F.F_ I •a ,� �,_ •* W/ (1) -. #5 BAR CONT. �. •� ' , *_ ,<. N 2 STORY: 20" X 20" •��.'��.^� REINF. cw ,'1" W (3)-#5CONT. 16" (2) #5 REBAR BEARING SEE PLAN , r 16 • (2) # 5 REBAR " FMO1 SINGLE STORY FTG 1/2"=1'-0" 1 FIVI02 I SECTION @ GARAGE 1/2"=r-o" REINF SEE PLAN _F,f_ #5 REBAR FM03 I THICKENED EDGE 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I _ GAR. FIN.FLR. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N '; 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W (3) - #5 CONT, JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2"=1,-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) 1 2x BRG.WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- 14- ff2ST07RY:2O'0X 20"CNT. INTERIOR BRIG WALL -(2) #5 REBAR =1,-0" 14 1/2" =1'-0- I � U0 "ri p Q e•.•CEN �( . 2 No 87864 STAEF Or J. " "6"F i7F524 tt�y. m v� to Nm F LO l"I co vc vg EE P N d g g Lo 00 ii SL ti G' ti mg 103Qa �t a z 3E 2 �N z z o 2-#5REBARF¢ 0Do a o F- Y #a FM11 STEP DOWN BRG. 1/z"=r-0" _1,-0" s o� ?� o IL ,�;a� g OPTIONAL CURB SLOPED GROUT SEE PLAN �W++t'.r-OSEn's.con: OR MASONRY AT TO DRAIN 4"x4"x 16* m °� " SEE PLAN B (g m ELEV. 0'-0" WITH CURB O N TYP. SEC. 10 Z n 81, (1) #5 BAR CONT. (G.C. VERIFY) z z 10 ,' _•I, , F.F. REINF. Q (SEE PLAN) d 2 45 CONT. a ¢ INSTALL LINING > ` m MATERIALS PER Citog2 #5 BENT BARS W/ $ — x y FBC-R P2709.2 •` MIN. 25" LAP SPLICE /'� `� 5f MUDDED FLR. 16" y ( ! )� " -� �'• SLOPED TO DRAIN MIN. m V,/ �+' I- ;. #5 CONT. u _ FM14 SECTION @ RECESS SHOWER i/2"=1-w' FM18 TYP. STEP FTG. DETAIL 1/2'=1--0" _ ALTERNATE: m U N THE REINF. BARS SHALL BE GRADE REINF F 00 $ •I CONTINUOUS AROUND CORNER #5 CONT REINF SEE PLAN _ '• : . •.; . BY COLD BENDING THE BAR WITH _ ' - •,' :° SEE FND. FOR @ U I°n m -- MIN. BAR LAP OF 25" QUANTITY ;F #5 X 25" X 25" N ¢mom a m CORNER BAR ONE N .9 FOR EA. HORIZ. E REBAR, TYP. U.N.O. a DAM HOMES (2) #5 REBAR 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a Pvc SLEEVE rsroRv: 20" x 10 N 3000 GULFBREEZE PARKWAY THRU FOOTING W/(3) - #5 CONT. GULFBREEZE, FLORIDA 32563 s DIVISION LOCATION: FIVI19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP. FND PENETRATION 1/z"=1'-0" PORT ST. LUCIE STEMWALL SCHEDULE Job information! N MAXIMUM FOOTING DIMENSION STEMWALL \_ HEIGHT (h) d YNUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL a o /— all 10" 16" 20" W/ (2) #5 BARS <674# 6'$" >2'-0"-3'-4" SO" 10, 20" 24" W/ (3) #5 BARS 674# 5'.4" .B O >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0� o CONT. >4'-0" - 5'-4" 16" 16" 48" 1648" 1162# 2'-8" c & #5 @ 18"TRANSV. SEE FOR FOUNDATIONSPACING ABOVE W o REVIEWED FLO SLAB LEVEL CODE COMPLI E> NOTES: ST. LUCIE COUI UY LoN . " 3 p:n Z m00 � 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, J.1�1�� m �. 3. U ° INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM ° O t SEE SPACING -MAX F.C. n '' f° O W fry LO „ n SPACING STATED IN SCHEDULE p J m � r ^ OD W.W.M. TO BE TIED TO its AA 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND. y CONT. REBAR ERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'.0" FIBERMESH CAN NOT BE USED AND V V Model Name / Number: (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO (I EA VERTICAL REINF. BAR E TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 TURN BAR 0 STEM E NOTE OF RECORD 2508 WALLS GREATER THAN #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER RD PRIOR TO ui CONSTRUCTION FOR MORE INFORMATION(1) #5 HORIZ. CONT. TIED TO N ' ` m " „ 4. G.C. TO PROVIDE ADEQUAij BRACING OF STEM WALL WHEN UNEVEN BACK plan Issue Date: EA. VERTICAL REINF. B „ „ . FILLING IS TAKING PLACE RN GRADE- W MIN - _ ( V c- 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Tuesday, April 28, 2020 TO TOP OF „ , n . O.C. VERTICAL. GROUTED WILID WHEN STEM WALL IS GREATER THAN 4'-0" $ C. TALL (TYPICAL ALL CORNET}§) KA PROJECT NUMBER: coMPACTED CLEAN FILL 7 ' :! ` r 6.IF STEMWALL IS WITHIN 5'eO" OF POOL OR WATER FEATURE FOUNDATIONS �n ,�010 IN MAX 12" LIFTS y.` `;' " TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. m w STRIP FTG. W/ QTV OF MIN, COVER -SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. Y REINF. PER SCHEDULE �I� ° d B. R.403.1.4 MINIMUN DEPTM%ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE m Sheet: ■ Of: IS sHowM PLACED AT LEAST 12" BELft THE UNDISTURBED GROUND SURFACE. o 9. EXTERIOR SHORING BY CONRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL z FOUNDATION DETAILS FMASW STEM WALL SCHEDULE NTs � 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 = 2.508 x 3 = 6,600 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 UGHT'G & RECEPT. + APR. CIR. = 36,074 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,074 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% =10,000 + 40% OF "A" = (.40 x 26,074)=10,430 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40.430 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 w W BIBS - - _-ONSTALLFAN BOX PREWIRE / ' " INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE,, GFI WP GFI ° f�' I'' 3 I I I I .-. GFl ---- CM TT wGFl ` \ I / GFI I I ' pA O FOR HOOD C INSTALL FAN'' I FOR D/Wv "a BOX PREWIRE de GFl PRE FAN AN ' I ATTIC ELECTRIC - I ' I , IF REQ'D BY CODE GFI / .'mod r ' u � y = U I I e -\ 7 II s. - ---- -� GFI -------- -- � --' -- - INSTALL FAN �® BOX PREWIRE yvvv��Illl I I �' I 1 ' I � I rl _ I n- 220 Q`Fl ----------- - W.H. JI ELECTRICAL GFl PANEL GFI I \ NOTE: @42" LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL • _ Jtb -� -- - - - -" BE ADDED AT METER LOCATION. ; ATTIC ELECTRIC 7F REQ'D BY CODE ------------ NOTE: GFl KEEP COACH 4 UOUT ®42„ QUOINS, OF BANDING, QUOINS, AND ROUND COLUMNS WHEN / POSSIBLE, REFER TO ELEVATION IFOR TRIM. N 4INSTALL FAN /BOX PREWIRE " , r T I I 1 I , I \ , I ' I I \ I I I I I INSTALL FAN I BOX PREWIRE I \ \ .I WP GFI \ II \ II II I1 II II 1 II II II ,b II II II I, I I I I fir' - II II 1 I I GFI I �. r FOR GARAGE DOOR OPENER -------- ------ L ' - - COACH LTS. " FOR ELEV. ply � -1, "C" ONLY / Y--__—_-------- COACH LIGHT I � , , I , I I COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 10' ELEVATIONS "C" y.HOSE BIBB ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH Q CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE Jy LLU 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT B '2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL (t SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET ® RECESSED LIGHTING SP PREWIRE SPEAKER J ❑ JUNCTION �WP J WATER PROOF RECESSED LIGHTING O BOX THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEASUNOERGROUND WITH ELECTRICAL CONTRA TOR 200AMP SERVICE --1 /— 200 = 210 COPPER OR 4/O ALUMN I / IN 2' CONDUIT I If f MET MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER Co. REVIEWED PQIR CODE COMPLIANCE ST. LUCIE COUNTY A< O 1=I .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 3W AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 S. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER Bth EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70.14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD.. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 3W FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. '.. 12. ALL DOORS AND WINDOWS II PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN V IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN.N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.10MA 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND- g FAULT CIRCUIT INTERRUPTER (GFCI), c T 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS E c m 9 h ,"A N N N N E- m `I' m F• IJJtj W "$p�a�y3� ��p1 i�ppJNkkp� (I�rfVm r m s1A9 LL LL l�L a W gV8 a�¢LL�dLLI Uj 6 3 15o z o € Z�a=m IL d g a 5 W U P E WWW.R13EN6.COM 111111 Z M z N M Z M p O Z W ¢ e J a Y o (DU W E� E _ o oWa to in, m if0 t,;a V T ¢ rno°a DAm:s IIHO x .0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a M O a 0 g Z N ei a Y '5 Obi 40 Lu J2 0 eF ID o > N N o z �N 3 m V N F-`SUm OD o'a L QJLuD ro -- N J m (/) V) co u mVI Model Name / Number: g 2508 Plan Issue Date: Tuesday, April 28, 2020 VF KA PROJECT NUMBER: x 2"010 a rn Sheet: o 4 /B Df: N rh ELECTRICAL PLAN '. u•D RDBE WNr 6 it 12 M O1 GF BLOCK TOP OF BLOC 'DOW HEAD HOT W'DOW HEAD N. 50 ro 1° LITE TERED °D XTU 23 SH CEMENTITIOUS COATING ro LITETEXTURED CEMENTMOUS COATING 25 SH FlN. FLR. RN. FLR, RIGHT ELEVATION licit SCALE: 3/16' =1'.O' OF BLOCK .V'DOW HE 00 iD FIN. FLR. i DBL 25 SH DBL 3050 SH 48" OFF RIDGE VENT E 48" OFF RIDGE VENT 2650 SH 1 2650 SH LITE TEXTURED CEMENTITIOUS COATING WID_2HLHEAD LI 0 OD is LITE TEXTURED CEMENTITIOUS COATING 25 SH FIN. FUR. _ REAR ELEVATION SCALE: 1/4' =1'-O" BRIG.L GARAGE — — I iN 1e" X 30" DECO VENT TYP 6" FRIEZE- S' STUCCO (Typ) BAND TYP. \ I 49"OfE RDRE VENr 6 16X7 OVERHEAD DBL 26 SH LITE TEXTURED 16" TRANSOM ABOVE CEMENT171OUS COATIN,+ 4E' OR ROGE tl m LLE 3068 DOOR WITH (2)- 12" SIDELITES & 16" TRANSOM FIXED GLASS ABV VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = net sq inches of venting needed equally for Intake and exhaust Soffit product prowdes 4.12 net sq in/sf Ridge vent provides ' 18.00 net sq in/if Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 398 s.f. Total needed for exhaust for upper 1/3 828 netsginches Total needed for intake (soffit area, lower) 828 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 46 'Lineal Feet of Soffit needed to meet required 151 Lineal S.. provided by plan 219 4E"q RODE VENT LEFT ELEVATION r'C"' SCALE: 3/ 16" -1'-0" - _ _ TOP OF BLDC W DOW HEAD H 0 w � iD FlN. FLR. FINISH FLOOR DBL 25 SH FRONT ELEVATION I'C" SCALE: 1/4" =1'-O" ;V/ a a'( TO,��`Ba <r 'G 4•..,: v GA '.. is �. E t;,0 ta} I a e O m ;� -i• ^ OV I`j N 06 F .r n7j t ,.. •, CV t � v r, Bill In GO Bma o Wo Rg. I mw�Ld d�� w 130a.�. o. o. 2 = z z s 3 D: o 2 Fig W.�m m 8 gSq�z�a Z��'s d � a. Hm O o p N Q iiiiiiStttttt U 0 J qb m wwA.Foswa.coM ❑ ❑ ❑ m O N Z N 0 Z M o N Q Y Z� Q� 3 d� $ — Y c Z m 'Ilrt�iJ�%!t W t-+ W - ' W to Q E E v -y Ow-n 0 c m E ui w O O 2 t.500 jx Q Omi o uap Idl e. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: NO 0 Z a) `-I c to W y :? to N U N _ m CL O_LLI c Jmw(n 12 f Model Name / Number: 2508 f Plan Issue Date: Tuesday, April 28, 2020 f KA PROJECT NUMBER: 20-3010 Sheet: 5 Of: ELEVATIONS - C w* ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 18 THE SPAN RATING. THE SHEATHING 20LO MAX 20LO" MAX THICKNESS IS 15/32".)IF 1S/32-IS SEE DIET. TBO3 - USED, THEN THE ALTERNATE BLOCKING x IS NOT REQUIRED AT HIP k9CTIONS G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN f 7/16 OSS SEE"HIP/P BLOCKING" -ffF EQ. Q a CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN, SEE DETAIL TB04- - - - "X" BRACE SEE Q )VIDE DETAIL TB01 d' "0 COMPLY 4 _ - - - - :OMENDATIONS - b IATING OF 4 - - - IDGE - - - DETAI L - - q 4 4 � � w TTI EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -' 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "1 BRACING MAY BE USED IN PLACE OF PERMANENT 3RACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NITS 4 Fr. O ' -------------------------------------------------' I � 4 Fr. O � � I A F_____.___________r_.________-________._______.___.__ 5 FP. 4 Ff. O 5 FT!. 4 Ff. U2 ______________________ ___________., ` 0 •'1' 2 1 0 1 + O ` O ----- -- • 4 Fr. ri __. I O O --- 2 ------ -----4 FTO O 4 Fi'. O3 ROOF NAILING ZONE DIAGRAM AO NAIL AT BASE 2ROWS@41W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@4"O.C.ViiCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: BR RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 ROOFSHE (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COR OX PLY(TILE): NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 ]./2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN US'. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN. 1/8" 16GA X 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C, IN FIELD. 15/32" 088 (2)- 2xTOP PLATE 15/32" OSB BEYOND EXPOSURE 1 EXPOSURE SHEATHING SHEATHING; II II II I II 11 u u u u PROVIDE I II BLOCKING AS II II REQUIREDPER SECTION X-X IF NOTFULL II II HEIGHT SHEET 11 11 u II II II II II _ ® LOOR SYSTE W LL SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR FIT_ _ _ _ - 1- 11= -Ir = 117 = II II II II II SOLID2x O I 1 11- 11 II I BLOCKING @ ALL III III II II II I SHEATHING o a U III II I 11 II If ) II II II EDGES (SEE 7 TAJ SECTION X-X) W_ 111 OPENING III It 1 IT -IF- III - II II I III Ill - - II 11 I III II II II 1 R R II 2x STUDS W � BEYOND. 1� � II III III 11 T _ _Ir 1 11 11 111 III III 1 it II I 1III II II I II I II II 11 11 I III II II I I III II If It I SEE PLAN �? I1 1_I L_ Jl _I I _ 1 _ 1 1E _I I HORIZONTAL WAIL ELEVATION DIAGRAM "S" = NAIL SPACING 24 P.T. BASE PLATE BEYOND SEE PLAN C] Moe > w �H �tnmu. F~iJwmo~ N Lu w LL (= LL SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF /8w all TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL S /2' FLITCH d NAILS O VERTICAL I l4" I S 112, I (2) 8d NAILS @ 3" O.C. S /2" ALTERNATING STAGGERED SINGI NAILEDGE SPACING DOUBLE E NAILEDGE GPA INS BLOCKING S CTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. - CONNECTOR SCHEDULE FOR: ADAMS HOMES -MWe12508ICE C BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNERORUPL6TDESWN FASTENERS NOTES' TREES, In UPLIFT RATING Cl-05,E7,EIV-E7Vi L/R -298ffii METALS/PER TRUSS MFR 1830E (9)10x 13/2 013, B13A L/R -fiO3 p"rlers NETA16/HETAlfi 1810p/1830# 9)lOtlxl-1/2 9) IN x I-1/2 All A16 L/R -868#or less HETAJA/H1°A 181 I.40p. (9)lOtlx i-1/2 119)10d x 1-1/2 FOE " L/:R -419 #ur less Ti 10409 1040# (l8)10d H 1-112 (19)10d x 1-1/2 l20)10d n1-1/2 A17 L/R -i896E ar Las URIEFA36/(2)HE20 2365#/2620# .. (10)8d -DOE-D°2 L/Ai -3944arias H2.SA/HIOA/HLOA- S654 1040#/3040# ITS) 10dx 1 I/2 (18)111 x 11/2 Iid Dols L/R -354#or less H25A/HIOA 565#/104.4 Ud x (18µN ,1 (9)lOtlxl-1/2 ALI-A05 I/R -730#orlas HETA16/H10A/H30A 1810#/1040#/ 1040E (IS)106x 11/2 (18)106 x 1-1/2 (9)10d x 1-1/2 A01A,A013A01 L/M/R -1164#or less HEIA16/HIOA/11 181091 ID40#/.IBIS# (19110dx 1-1/2 (9)10d x 1-1/2 19)10dx1-1/z A06C-A08C 1/M/R -9051or lers HETA36/H10A/HUA16 1010E 1U)i 1810R -(18)10dx 1-1/2 "g.. . (9) Lod x 1-1/2 8139 L/R -505#or less HUA16/MT512 18101 (9)IOd x 1-1/2 114)lod x 1 1/2 �• 120) Did x 1-1/2 A09C L/M/R 2424par lass 2 HETA16 O /I21HB20/ 2365#/262012365# (72)Did , 1-112 (zlxEraifi (20)10d x 1-112 801C CONT. -84 PER or less TOENAIL 330 Pip (1)I6d@4"OC PER 01ri PSI PB3,V2 V4 COW. -224#orlss PER TRUSS MFR ADS SUPPORT COLUMN CS JOINTR36 -2424#orlas HDU5; Si 5645# (14)114'x2-1/2"505 WS& 5/8 Epaxy Anchor or ATR g. MIN. EMBED 1111/2"Wed6e Anchor&(8) AIJ SUPPORT COLUMN Ct IOIM41 -1896#ar less OTRZ 2145p 1/4"x 13/2"SUS S_ TRUSS MANUFACEURER PPOBUIID GATE OF IAYOIF: DATE OF iRU55 GUT5HEET5: 6JZ/2020 C=LER,A=RIGHT&M MIOOLE 3EARINGS. HARINGLOCATIONSAREREFERENOEDTO USE MANUFACTURER'S TRUSS DRAWINGS SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MMK TYPE CONNECTOR S FASTENERS SET si CONNECTOR&FASTEFERS SET SYP OFRWEM MAPIXNRY NETA1pW(BOIOJxtt/T OR HETAGW(NlOdxl l7 1810 MA18W(1NIUCx,170R WA20W(1N10dx117 1s" 1879 © FRAME FRAME° H2pA W 1101Bd NAlB p36 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S4 MISS NA W (U)i NAILS pia m C FRAIETo FRAME N10Aw1(IN1O1x117 HiM42N(Ip)IOdx t 17AT 2PLYTRJOSES VIRUS gap UUM oe5 laso ATIM.1I )lOdx1 LY PT1 AT2PLY B98 935 Ion IBM IOBO O FPRANCE FRAME NINCtlx11R I2, EMERIOR LOCATION � 090 2W(l10dxI OR MOCATIO 1N10dxi IS)1, EXTEMIXi NINCWOARUSAN TOENAILS °� i19S O FRAME TO MUMDNRY CRIEW1 2)ININ LSANDMIR kT .W MGT WI3N1Od NMLB OAD pAN ATA. WIP EMWMM,1W(AT EP EPDXY $330 MISS MUGT1p W(2N10dNALRANDSIS'A.T.RW UCLEVS 3330 448E EDFRUMME FRAME FRAME HTSM HOCATIONINCEx11(S)i EMEPoOR LOCATION MCLIAE(9n2dT0ENAL8 1248 1310 WWWNENTW911W EAT9ET'EPDXY HTW20NI INCLx117(ATEXTERIOR LWATKXJ INCLUDE (N12dT0ENAE8. 1288 1830 40 FRAME TO 1 FRAME I (2)HT62N WIdN100.11I2'(AT FXTERIM LOCATIONNCWDE(Y12PITCENAL6 2400 2620 RI HRYMwg48)1Gd x 117(AT FXIERIOR LOCATION INCwOE (NI2d R]@IAILS IEAI 2570 30 O FRAMETO MASONRY HOT.2W(1N1Od NALSAND(NSA'A.T.R. W12'ESEE MEW w1 SMPSON of Dow H1GT2 W(INIW NAILS AND (2)NOR A.T.R. W IT EMBEWd ENT W&BRUEIiSET' 702D 97M EPDXY(HOT.3 FOR1PLY7 EPDXY (,&IOTS FOR 94•LY) OFRAME „ To MASONRY FGTRW(IN 1/4"xr SDS WOOD SCREWS AAA R) 11i x W TFEN HD ANCHOR EEO LEE 31M 472IN RFUS BY (,2) WS3 WOOD SCREWS AND (4)aM'x0•WEDGN90LT 71M OFRAME TO MASONRY (1) LGT2 w1(16) 1M MAKERS A(7)1/4'x8IN"TREN2 UPPENICITERARELCEAR 17W W30 ®2 MA9ONRYI FWA9E ( IW. 21NT THEN RMYY TRUSS)) OR (28)1Btl SINKERS FOR FRAME(EA) MOOM 324aF 40M-M 3770.F µ�xTUUGTWEDGE.60lT (2 PLY STRu99 OR(SAIWMNKERSFORFRAME(FA) 3104 MODE SPOOLS 41 ®3 FRAMETO MASONRY/ FRAME (2)U3T3WR4j 114'x9'9D9 SCREN9 6(8)1B'AS'TREN(2PLYTRUBS) OR ME I Ed MWFRS FOR FRAME REAL 4730.0FM Iii (2)1111 1VTx2112-WISM SCAEW5&IN Woo S"WB(2 PLY TRUES) MIMII IN SINKERSFORPRAIEIEN gBSM 705O LI i A O BEAMTO MASONRY/ XVw Vr, nulw W/AN tW NAILOA (12) 11C x 2 VeTITEN(TO MAS.) Owl M0 MM GX3000 W1135 HW6UETHUHINT, )1W WJLY3 (12) lie x 2 We TAPCONSRO MA6.) pP1XT8 LMIN30 [#ROl< UMPM FRAME 0 (12)10tl8 S)IW, PCHL FRAME) SYP.P BYROM OR 12)IN&(6) 1 W(FOR FRANE) SYi SYP.M T , D) HETAIB OPTR) HETAW 1920 19R0 M HTAISOPT (2) HTA2g 1870 MOMAME MASONRY 4PLYwl(IS)ladxIli 1 2365. 23M 1iLYW(10110dn1iOrt 2430 2RYW112)16tl 2.PLYW11N 1IXf HTSM10WON1Or1NAIL8AND(4)1AWilh' 95A 1110 WINIOW(MUNINALSAND(411I4SO9A" 11M LIST TAPONS WED(E T OFRAMEM ° M" HISM20W(10)1Dd NAL9AND(4)1/4WI/C MA 1110 OR HTWM20w1jOUD,NAILSANO(4)1NW13M• TAPCONS WEDGE.30.T I'm PSIS OFRAME P TO N1N3W(8) WA 1?NEARS AND (2)='8'xe ]BO 910 MASONRY TRAIN HO FRAME TO DTRZ W(a) 1A" x1 VS SIDS WOOD DT6TZW(N1A"x117WS1awbOD SCREWSANS(1)17EA.T.R. EPDXUJi 183E 214E SWEVr9AFO (1)iGIBAT.R EPOAEOw/ BID 183E SIMPSON"S l(MEN N) SIMPSONFRAME'pET' EE NOTE 84 HR6W(2N16d XJ17NMLSANDN)M8•B HTT4p WF1N 1ptl#1M'NAa3 NJD 11) O � MASCIOSEE ATA.EPDXIED.1 BIMPBON'BET' NOTE M BELOW SOBS SN"B AT.R EPDXIE'DWMMPSON'SET" SEE. NOTEM BELO 5005 FRAME TO M'f4 W(18) IN V 17 NALS AND II) MIN' 8 HTT45 W IIN Md x21GC NAILS AND (1) ® MASONRY ATA. EPDXIED WI 8IMPSON Ti E Nari ERIC 4235 SAYS A.T.R. EPDXIED W TowsoN"8ET SEE NOTE84 RELO 41M O FRAME TO FRAME HIOSWDQlGdx1 IXNALS r7M 910 LUMPIWMONXI TWELAILS 378 I045 O FRAME TO 4N19KTW(4)1N'k117 SD9WOOD ]80 R M IRS. I IM BIBLE & 139E 198E MASONRY 9DREW3&RI 1ADI2 ve TAFGONSFRAME µ�13A•IAPWNS TO WTW(10) IMI SD6 WOOD SCREWS& MASONRY (1)M3B AT.R. EPDXED W SMPSON°gP 4940 W 1I MIN. EMBEOMEM FMME TO (2) VISIT W (32)DINI SDS WOOD SCREWS WO MASCHNR1' &(2) 1111 AT.N. EPDXED W SIMPSON ME 718E SET' W 12" MIN. EMBEDMENT O FFERAME VGT W (10)1MS0" BOB WOOD SCREW9a UDU41SDi w/(10) 11117 SOS WOOD am Aws MIIGTi NNL63ACT45 w/(iN 4160 FRAME SCREW68(1)Mr3 AT.R 10d NAL98 D1 M8'BA.T.R. 101NAMS& O FRAME To (2) NTFS W OM BTY212'NAL9 HT766 w Mi 1 prii NAL9 was Y FRAME (EWSAT.RIsi NarEw41 49'A SON 8R1SIB•EA.i.R ISEE NOTE 4) - oFNCC4r Muue(R(f" uMC9. EMOR WOOD wMANURBFAM6W a112d 1. DONPECTATO FLOOR TRU63ETIONS OOIPSON ORUSPCPROVIDED BY TRINE 2. Al TRA TO AM %LCMD B .00N ONPLAN. ITHMRALUSS USHES MMPS FPC SEE FRAMING PLNN MINLIFACT EMCG CWIPECTOH CALL OUT. A 3. O.C. MAY USELY CAORN HEIGHT10N9, MU P81 Ix1'TQIAUE3 VERTICALW®W(2)ROWSOF1W N41L33'O.C. STAGGERED. RET 4. FEET SINGLE PLYTRUSSE3,@MU SONDEEAMU.N.O. 0. 12" BONDSEMU.N. MEM@CMU E. 81 AR TEERED. CHOTE W LVMBER SOP) .1 (2) gpW9 tQa Qfl d' R0.0M END d' O.C. RTRUSS CROWD SYP w2WATCH L=11CHORO 91AOOEREO; CEMEN AT CONNECTOR LOCATIONAS T CON MJCH AS P099ELE. OA MINIMAL CONNECTOR ONO ON FRAMING PLAN 1. WNNECTION FOR ALL ROOF I FLOOR TRI19SE9 TO MASCNRY WALL91 LIMG.& ICF WALLS ENO ON PLAN 2, CONNECTION AT 24'OR 3I O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F01213.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JA%((CORNER JAi TO MASONRY WALLSAOF WALLAILINTELS 4. CONNECTION FOR ALLCONTiXUOUS RIM RCARD TO TOP OF MASONRY AT XV O.0 MAIL. W(2) AT FAVOR! OORRFA DEC TO VERIFY LOCCATH1N ODES NOT CONFLICT w JI OF APPLJCA3lJE) LAYOUT S CONNECT ALL FLOOR TRUSSES TO INTEHOR SEASONS WOW WALLJBFAMS wl CU12d TONNLB MINIMA. CONNECTOR ONO ON P RATINN 3 PLAN 1.//��CONFECT MR JACK TRUSS TO WOW WALL ON REAM xVA MINIMAL CONNECTOR ONO ON FRAMING PLAN _O Ti GEN S, °�S 11 No '8766A :I Oy. S.�F1E •' 1 c C n; PI y� yU O a v v a s E R ° 0 .i Ti OD NGO r- C g q d wl . i✓= MCI iH 13 LL LC ILL. Ti &S Ati oi a d d �� W LL d W g ILL9? li z v a ® 2. HNma ZZO N i3 x. W N `W 3. D-' F- III Y pT�B III;�I m m °�� i a fr B$ 0 ot3 -4 0o rn EA wr. O J W r VJYBW-wSILNG.COM ❑ ❑ ❑ 0 ONO ° Z N Z M W N SN Z 0 Q C Q O a Q.. 121 Zo U W F N ox 3 W - c O E (D° O = m o m UC'4) £ Op� cF NC-0 EppCPS cen v$o � A Q rn o w `DA ,�i G I �i or FLORIDA CONTRACTORS LJCENSENO-CRC1330146 d 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 9 Job Information: c a NfA/' REVIEWED F N CODE COMPLi - 0 E� 1Uj 4' RGO H. ST. LUCIE COU < Z D .TYP. BOCC.. = rn O) d E. m s iij U L0 N METAL DRIP EDGE + m I'- a n. C.M.U. OR ICF WALL ° to J Uj Z) CO o _ 2 xSUB-FASCIA o E Q SEE Ti WALL I�-ALUM FASCIA ~ 0. J m (n (n W LL SECTION h 2x4 P.T. FASTEN TO IE m Model Name / Number: C.M.U. w/ 1.1/2' LONG 2 250Q T-NAILS @ 2'-W O.C. _ V SECUREI-CHANNEL _ @ 12" O.C. Plan Issue Date: CONTINUOUS VINYL Tuesday, April 28, 2020 NO KA PROJECT NUMBER: OG.C. SHALL VERIFY SOFFIT MATERIAL DNIACITY TO RESIST THE DESIGN PRESSURES s 20-3010 SPECIFIED FOR COMPONENTS AND CUWDING WIND PRESSURE Sheet: Of: TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1w" � €N o ROOF PLAN A V ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2ri O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4#2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING iS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS IDS, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINQS, 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 SHEET S-4 LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 1115 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3D00 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOPOF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/30DU P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(8) - too X 11/2 SP6 OR SP8 FOR 2x5 AND 2x8 WALLS IF 21-- L - - d - P DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. r5YP/5,PF EARING WALL HEARWALL RAME WALL lM.U. 25YP/SPF P.T. W/J" BOLTS 2' X e". EXPANSION R ORS OR (6) 3" X 1/4' NS OR7/8"HILTI TDFDNI 2x BASE PLATE SEE PLAN FOR MORE INFO. MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. #5 REINF. 20- MIN. LAP BAR "P #3 OR#4REINFORCING BAR �'�g• #q&#41 AP RPL IC 25" MIN. LAP #5 STD. 900 HOOK #51 AP CPI REINFORCING BAR SCALER"+1'o" 36 #6 REINFORCING BAR • GRADE 40 U.N.O. #6 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING. #ROWS 2 x 4 1/4" X 2-A" 12' O.C. J. 2 x 6 1/4• X 2%- 12" O.C. 2 2 x 8 1/4" X 234" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL i (2) 2X P.T. i BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY 1 IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 112" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL NT.S, 101 T ELEVATIONS "C" 0 O AG T F35PR AT TCP MIX n) Y ''D 4vr d , R •r. r bfnuT $ s R AT 50MOrl O OF LMiEl CAVITY 9OttOM RMINLRCN. Te/6•AGIWL I PROM IN LNrB (VARIEe) e' HOMNAL WVT4 TYPE DE6IGNATION r • Mu,aP WttH 4ROat / L . LN = OlAwfl, of b MeeAR AT 24MOM CF LNTEL CAYin SFl61r-1B/IT NOMINAL wmrN j L � or ro NOMINAL 1M.14HT �l RebAW AT TOP MATERIALS 1. Pe Precast lintels - 3500 pal, 2. Pc prestreseea amain = 6000 pal. 3. fc grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area Compressive strength = 1900 pal. 5. Reber provided In protest lintel per ASTM AM GR60. 6- Field rebar Per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire par ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide fall moiler head and bad Joints. 2. Shore filled llntele as required. 3. Inete119110n of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 51/2" long notches at" ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17`4- and longer with a nominal height of 8" meet a exceed L/180. e. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire atlrupa are webetl to the bottom areal fa mechanical anchorage. 8. Cast-o Place Wnorete may be proMded In composite lintel In lieu Of 0al01me masonry units. 9. Safe load ratings based on mdanal design analysis per ACI 318 and ACI 530 10-Untel min. depths are called out on Ilntel plan. Ifcontractor installs a deeper lintel than indicated on the plan, doing this Increases the strength or the ]Intel and Is approved without enginaedng letter. If a smaller lintel Is Installed contact FOR for approval - SAFE LOAD TABLE NOTES 1, All values based on minimum 4•' bearing. Exception: Safe loads for unfilled IIMaIS must be reduced by 20% If bearing length is leas then 6-1/2". Safe loads Tor ell recessed lintels based on 8- nominal bearing. 2. N.R. = Not Rated. 3. Sale leads are total sUperlmposse allowswe load on the section speodled. 4. Safe loads based m grade 40 or grade 60 geld rebar. 5. AddlUmal lateral I004 oapaci can be obtained by the Designer by providing addbnal reinforced masonry above fhe precast IIntel. S. One #7 mbar may be substituted for two 05 rebars In 8' lintels only. 7. The designer may evaluate concentrated loads from the sate bad tables by calculating the maximum resisting moment and shear at daway from the face Of support. 8- For composite lintel heights not shown, use safe load from next lower Freight 9. All safe loads In unit, of pounds per linear toot PRECAST'U"LINTEL w/3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R Rit ANCHORS ij 10" STD. BO HOOK ITYP) �4' HOOK C ' ",e'er,.. .�: ;.:.'..:: 4'...+r S inSTD g o. iri N ] p NESAR ON BOTH SIDES 90 DEGREE R OF OPENING U.N.O. ANGLE S000 P.S.I. CONIC. W/1 #5 D TYP. BOND BEAM 6EBAIt 8' x 8' x 16" K.O. PROVIDE KNOCK -OUT LINTEL BLOCK - BLOCK FOR FIRST FILL W/3000 P.S.I. COMPLETE CMU COURSE CONC. W/1 #5 DUv. 1 ' BELOW SILL& FILL SOW REBAR ' W/ (1) 43 BAR FOR ALL WINDOW OPENINGS G%V AND LARGE INDICATES FILLED i •. ' • e' x B' x IS CELL FROM FrQ. TO . CMU U,N.O. .. BEAM WITH 1 #5 ' BAR MIN. ... . . a, 0 &4448UL1/3{jt e``'•' Agtio ToAA�s>` I' NSF''F��o' �: No $7864 ••'� � cN co C s �(•. �� ti �j � Da+3&1p2e39EliT tna7 ��.. Tp g a P g o ro g e N co U I Ld �' Sin S OI a- W m O a 9 16 D. C IL W Vi g € €W a�L aaz v }_ z< Z o W FS2M Fill m J. �€gg6d€ EN d i as r 'aEaLL O O J p rA so F 'I S WYM'.FDSENG.COM 000 UI a Z N p N I 2 f Z W N C Q O QQ J � I a c Z c0i Cii (D N kJ 0 c � p �c wo k It Ln c CO 0 m _ wONE O N � 044) gal a ON c;a gem i "� Ilr ® DAMS HOMBS c °g FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 ii DIVISION LOCATION: PORT ST. LUCIE _ li Job Information: f V!P;W D FOR E . PLIANOE I TAP. DOWET. 25' � i MIN. LAP (ACI 530) T I to ;SEE I • FO TION PLAN • S SEE FOUNDATION = FOR LOQX1IoNS. J PLAN I. c i c MS01 I BLOCK WALL REINFORCEMENT N.T.S. i G v y V LH Ln W LD 01 M \ II/ tt) N U m Z U//�//0�4 D0 a O1- W LL /�� W V/ a) VI Model Name / Number: 2508 Plari Issue Date: i Tuesday, April 28, 2020 KA PROJECT NUMBER: 2"010 ' Sheet: S I b LINTEL PLAN ° 2x6 #2 SYP P.T. W/ (2) %"x5" SIMPSON HETA 16 WEDGEANCHOR EACH END SEE FLOOR PLAN ° FOR BEAM SPEC. OVERHEAD SECTIONAL J _ DOOR TRACK W/ 3/8" X ° 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER or+.•,, N TRACK TO JAMB. " (5) 1!2" DIA. x 8" 1/2" X 8" A.B. W/2" o „ 0 y J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL " o VERTICAL MIN. 5 PER JAMB. o SECTIONAL o = OVERHEAD n �� DOOR P N CONT. P.T. #2 0 4 WOOD SYP 2" X 6" N r P.: :' /// TRIM p $ 2"X6 P.T. WOOD JAMB N SO..Af! ,�syB �' DOOR AND CONNECTION PER " ' e 8�g64 �° o J; w GARAGE DOOR MANUFACTURER GARAGE SLAB n ! T 0 - ` N TYP. GARAGE DOOR LL " �� Go TRACK MOUNTING DETAIL @3 cv w '''• S' c0 ,off c`; r c l:.y rp 9:L'v 391i�1 'ro0 NOTE: DETAIL CD22 / 5-2 MAY BE SUSSITUTED FOR THIS g DETAIL- UNLESS NOTED OTHERWISE v r MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. a CD21 ENTRY CMU COLUMN/BEAM N.T.S. 2 s 0 c E 0 syy 2 H 0 8 _ f�V q g In FcW c N W lj�m Q" ik W ik YI ��.jj JED '� 800H J J J 1.9 a ° m gctigg Vim"€ a � M,'a BLOWN -IN R-30 INSULATION PER FBC BLOWN -IN R-30 INSULATION PER FBC o gg 41 % 8 w Q �' LL � d W +n ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES L7 c €�� 5 d 2a a z 2F Co' ' AT EAVES (FOR VENTED ATTICS) 12 AT EAVES (FOR VENTED ATTICS) a m $ € b m yp p 12 FIBERGLASS SHINGLES OR ' SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT FIBERGLASS SHINGLES OR ' SEE PLAN TILE ROOF (PER ELEVATION) !�\ OVER APPROVED UNDERLAYMENT s o W W m m ao m s pe Z a1.1 .� ¢ In V$$� 0 0" , 0 m PER FBCR 905.1.1 OVER APA PRE ENGINEERED W000 RATED STRUCTURAL SHEATHING PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING �' o v ; g • a s § B U or j - s TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES a Q, YAYYY.FUSENG.CM ❑ ❑ D FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) FASTENED TO TRUSSES PER ROOF , NAILING SCHEDULE) y m ,n Z o TRUSS ANCHOR (SEE PLAN) TRUSS ANCHOR (SEE PLAN) g SEE PLAN FOR BRG. HT. _ _ _ _ SEE PLAN FOR BRG. HT. " Z IN ,,yy�� Z c Q �V��V ' 1/2" DRYWALL 1 2" DRYWALL / s o � P FELT PAPER OR tTAL DRIP EDGE FELT PAPER OR P ETAL DRIP EDGE 3 a TRUSS PLATE 2X SUBFA$CIA TRUSS PLATE 2X SUBFASCIA Z 3/4" P.T. NAILER 3/4" P.T. NAILER (TYP.) FRAME FOR BUILT-UP = ///�� `L/1 O SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS •R SOFFIT. SEE ARCH. 1/2" DRYWALL /� PLANS CORNERS mill (3) 2X4 OR 44 w/ 2x4 POST UNDER EA CURTAIN NAILER A11 8 x 8 x 16 K.O. CURTAIN NAILER �/ r 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. o 1 x 9 P.T. @WINDOWS A LINTEL BLOCK n 1 x 8 P.T. @ S.G.D. H O.H. W/ (I) #5 DIA. REBAR & 1 x 4 P.T. @WINDOWS LINTEL BLOCK 1 x 8 P.T. @ S.G.D. " O.H.W/ (1) #5 DIA. REBAR & " KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E _ Ow„_ t/1 c m „ 3000 PSI CONCRETE " SEE ELEV. "U' " 3000 PSI CONCRETE " SEE ELEV. PRECAST "U" LINTEL (TYP.) ALL SIDES / TYP. FRAME FOR COIL- V.\ ( ) o '' °� `(7G1,7) PRECAST LINTEL " u SEE SCHEDULE " SEE SCHEDULE u / O / \ 0 \ O e °a �O NERS FOR NON LOAD r m ui U L" w E� W o 0 ce ,Cyy " " " e ° a ° D BEARING SIDES NAILED o N P . ° 0. ° °. < ° w/ 16d NAILS @ 8" O.C. i \\;°° a°v O wo OO `0 bif i ¢ m o m go 1/2" x 8" J-BOLTS r (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. s ® DAMS HOMES n SIDE w/2" WASHERS \ i CMU BASE FILLED W/ CONIC III "�"�"'� •'��'•' NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA ^ NOTE: 44" MAX. SILL HGi. ON n FILL CELL -(1) #5 DIA. (TYPO w/ (4 ) VERTICAL RENF w / men= ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO- CRC133O146 " CONC. ALL LOCATIONS" " CONC. ALL LOCATIONS PLAN Al-A.1 OF COLUMN 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION „ SHOWN ON FOUNDATION v u & FLOOR PLANS N & FLOOR PLANS GULFBREEZE, FLORIDA 32563 " u a DIVISION LOCATION: SIMPSON LSTA30 SEE FLOOR PLAN w/11-10d TO BEAM FOR BEAM SPEC. PORT ST. LUCIE r r & TO FRAME BELOW z ♦ Job Information: r r % " VINYL FRAMED WINDOW VINYL FRAMED WINDOW m WINDOW STOOL ��j' W/ SCREEN WINDOW STOOL ell W/ SCREEN = ¢ PER SPECS M PRECAST CONC SILL PER SPECS N PRECAST CONC SILL p T " PAPER BACKED FOIL R-4.1 u PAPER BACKED FOIL R 3.1 w ; i m INSULATION AT CMU BLOCK WALL u INSULATION AT CMU BLOCK WALL " v O PER FBC AND ENERGY FORM v _ v EXTERIOR FINISH PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - , SUBMITTED WITH PERMIT (SEE ELEVATIONS) X (SEE ELEVATIONS) s APPLICATION APPLICATION n i x 2 P.T FURRING FTG, DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" ix4 P.T. EXTEND 530) ABOVE i x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR Sx17" IN CONCRETE - 25" 4PS. EXTEND 530) ABOVE ¢' - _ m 1 1 ■ . . _ LO p 0) 2 O d' (ACI BASE NAILER BASE NAILER (ACI , SIMPSON HETA20 r al M d SLAB. ALL LocATIons SHOWN WOOD BASE ON FOUNDATION PLAN SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN Al ' , Al BUILT-UP CORNER MIN (3) 2x4 E N > +- Lo N POST OR 4X4 POST W/ 2X4 UNDER o V pl SEE FOUNDATION PLAN FOR SLAB INFORMATION SEE FOUNDATION PLAN FOR SLAB INFORMATION EACH END OF BEAM (� m o r TOP OF SLAB TOP OF SLAB NOTE: 2 X 4 P.T. PLATE o0 LL TO�NSIDEOFE j N J m � � ,•'- L � * � GRADE '—`�"'�' `-' Tj GRADE INSTALLED ♦ Model Name Number: COLUMN. DO NOT BEND N 5 STRAPS UNDER PLATE. Qp SEE PLAN FOR �, SEE PLAN FOR PLACE STRAPS IN FILL . • , ° �y;.rij n ° , • e yj 250V RE -BAR QUANTITIES - " „ ' ' RE -BAR QUANTTIES %-' '' .: ,. CELLS w/#5 REBAR , ,,•° �r °; (TYP.)4 COURSE NIGH CMU BASE - ♦ Plan Issue Date: CONC SEE PLAN FO �',, • FILLED w/ R 8 " Tuesday, April 28, 2020 SEE PLAN SIZE. TOP OF COLUMN BASE - 2'-0" �i,��"9 ♦ KAPROJECPLATNUMBER: SEE PLAN SEE FOUNDATION SEE SEE FOUNDATION AFF kEVIEWLU 0 @ PLAN CODE COMPLIANC ST. LUCIE COUNT . 2 20-3010 Sheet: NOTE: DETAIL CD21 / S-2 MAY BE SUSSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE R0(7,01 o WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'A" WS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=r-o^ CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. a TYPICAL FRAMING 101 DETAILS i x i ' STRUCTURAL j- SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ci C EXTERIOR SHEATHING ; ATTACHED PER NAILING SCHEDULE TBI3 ON ---------- SHEET 6 STUD ANCHORING: a g R19 INSULATION AT EXTERIOR STUD TO TOP PLATE:SIMPSON SP4 v WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 18" O.C. EXPOSED TO INTERIOR SPACE) 0 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 € c ' w c LINTEL•;' 1/2" X 8 3 P NOTE: HOLD FRAMING 1/2" ANCHOR BOLT v BACK FROM FACE OF BLOCK @ 32" O.C. y FOR SHEATING TO BE FLUSH 0 WITH BLOCK FACE 8" CMU WALL fi ``1111 IIIIf//' WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0^ND 6�g6A ' ' PROVIDE 2x4 ON TO o i-0•••; OF '04 OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 .�' • r �7� 4r'~ °' (j—� TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 N,:`.�+"' (2) 12d NAILS O.C. TOP PLATE o. F+I + j (',o.,t ,� '.,-w� a (SOLID BLOCK w/2x6) a f �e„� +y j4E4 a STRUCTURAL SHEATHING q m \\ 7/16" MIN. NAILED W/ 8d 84>,j \\ COMMONS @ 3" O.C. @ 2x4 STUD PER PLAN xL! a `\\ \ EDGE & 6" O.C. FIELD RUN 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE F' \ FULL SHEET FROM v' \\ BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH Zx STUDS OUBLE 2x8 SEE GE05 FOR \\ \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 0 STANDARD �\ \ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END \\ \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN ? ` FRAMING TOP PLATE W 8d 2 1 2" x 0.131 NAILS E \ \ * (SIM. w/ 2x6 \i \ \ \ CNOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF g E $ B m to (D STRUCTURAL SHEATHING 12d NAILS @ 3" O.C. m TOP PLATE TRANSITION 39Pg F cl \\ \ PIPE OR DUCT w/ UBLE 12d,b Dmmm LL VARIES W/ I+ +I (n TOP PLATE w/ MORE TO41 P SPLICE Ss 3- ¢m a ROOF SLOPE o ROWS12d g @= g 0i �t w p THAN 50%OF TOP CNN au+ 2X TOP PLATE TO 1 o PLATE WIDTH INSTALL m%` a 6�6' a m 5 2 z GABLE END W/ 16d 3 SIMPSON PSPN516Z @ 3" O.C. g 3 a$ 17N, w � o o W/ (12) 16d NAILS TYP. 0 • ` m WOOD WALL OR NAILS @ 6" O.C. 1 a o m A o 0 TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d I _ _ _ _ _ TOP & BOTT. gOTi'OM SPLICE o $ Z N a m J o a COMMON NAILS EACH NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS ssssia TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD $ 2 m . LLZ O STUD TYP. T&B . +I + a ® tl p N 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ g F " IF Itl SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO $ WWW.FDSMG.00M El El ❑ W/ SIN PLATE GL PLYWOOD *OP PLATE W 8d 2 1 2" x 0.131 NAILS 1, ro uT SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED m Z o M TRUSS OR ROOF SYSTEM COVERING NOTE: a Z M PLATE LENGTHS MUST BE AT r Z ao (( LEAST 8'-0" LONG. TYPICAL c < L J LL LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. I GE15 FALSE BEAM AT GABLE END N°T°S• WF17 TOP PLATE SPLICE DETAIL 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ — (1) ROW 16d 2x6 SYP. #2 E �V) c m Ln NAILS @ 16 O.C. RIPPED R N E BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION A (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) cj/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D=0.148",L=3")OR EQUAL FACE) �D-GA-,U-31/7NE INTO EACH 190R EQUAL (DDE OUTSIDE FACE) =E0162%L INTO =31/2")OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS KINGS SIZE EA END EA END EA END LESS THAN 4' (i (2) E(2) 2 >4' BUT <9' (2) (3) (2) 10'-0" - 16' 3 4 4 HEADER ANCHOR ;. r- DAMS HOMES NAILED TO TOP PLATES, -6 - - -- HEADER&JACK a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE &SIZE NO. AFTER TIES RA " 3000 GULFBREEZE PARKWAY &GRADE EACH END c GULFBREEZE, FLORIDA32563 m n SEE PLAN FOR ( 30 BEAM SIZE 0 � DIVISION DIVISION LOCATION: CONNECTOR REQUIRED p 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4"DIP. x51/2"LAG y PORT ST. LUCIE OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3)16d e 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 MR SEE PLAN 0 THE THICKNESS OF THE IAST IAMINATION. MOTIONAL INFO. SP4 AT COMMON 2X CRIPPLES 016"O.C. SEE SCHEDULE Job Information: 24" O.C. NAILS TYP FOR WLL 10 W/ SIMPSON SP2 TYP. " ( )� HGT. TOP AND BOTTOM 2-ROWS 12d NAILS fD WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ = FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •P• P" F.F. OVERHANG a: CMU FOR OVERHANGS• BETWEEN 5/8" TO 1 1/2" '*�HEADER PER LOCATION----,,, ® 11,0 /.l�v /.�I1% a /o/ MI .,.�� i'tl l Fi • .• RAILS @0 O.C.• • • • ;`III 2x W/ (2) 16d TOENAILS M EACH END TYP. !2x4 SPF CONTINUOUS• ! © ATTACHED TO . OSI3 W/ i• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SgUARE TRANSOM BOX HEADER EACH • 12" O/C EACH a * WHEN STUD LENGTH FACE OR 3-ROWS mo IS LESS THAN 12" USE 12d NAILS STAGGERED r LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 M m STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE & NAILED TO HEADER EACH SIDE _o LL FILL ALL HOLES IN STRAP DOUBLE 2 x #2 c S.Y.P. HEADER W/ S Lo 1/2" FLEECH PLATE _ Uj v; Ot m 10d NAILS ® HEADER. (U.N.O.) F M 8" O/C TYP. Eo FILLING AND BLOCKING AS o LA CN DOUBLE 2 x 4 STUD REQUIRED FASTENED TO HEADER W/(2) pT z seCRIPPLE U m ROWS m y Q am TYPICAL (U. N.O.) OF 12d @ 16" 0/C UNLESS 0 G'^i NOTED OTHERWISE o /—/�i �Z'/^) O W V/ V J 00 LL" N Vf Model Name / Number: 2 x 4 STUDS TYP. SIMPSON H774 W/ (16) 2508 CMU 16d NAILS & A 5/8" EXPANSION ANCHORY 0 -0 VI Plan Issue Date: W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE ;4( d Tuesday, April 28, 2020 �f4'c STEP DOWN n PROJECT NUMBER: & *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE /� CODE COMPLI 20-3010 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT _ 0 WINDOW OR DOOR OPN'G ST. LUCIE CO b",. 1('{� o Sheet: S4 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/z°=r-o" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS U ' *DIAGONAL SPACED AT 20'-0" O.C. MAX DROP GABLE ��,�.� I I i:� SAME SPACING AS BOTTOM CHORD LATERAL BRACING END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN n\I TO BE LESS THAN ' 12". ATTACH 2X OUTLOOKER @ 24" O.C. TO TRUSS WITH M7S12. FOR OR EQUAL TO 45° O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" Sd NAILS @ 4" O.C. ,I CROSS BRACING t �. SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR ` �` .' l BETWEEN TRUSSES @ 48" LOCATION) BLOCKING O.C. MAX. FASTEN TO EA 2x4 SYP I BRACE FOR ` TRUSS w/ 312d NAILS EA. GABLES 3'-0" TO 5'41" TALL. i , END 20 SYP I BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE - THEN 48" O.C. AFTER. NAIL W ATTACH L BRACE w/ 3-12d @ EACH FEND & @ 12d NAILS @ 4" O.C. 5 ` CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT ' CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO 9 �' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. a (3) 12d W/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) f� TO TOP PLATE w/ W 16d NAILS O.C. CONTINUOUS LATERAL BRACING- ( C4" 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT m NAIL OVER X-BRACE AS SHOWN- �' 4 BAYS AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP MASONRY WALL o •w w/ (3) 12d @ EACH TRUSS WEB i= a NAIL TOP OF "T" TO GABLE 1 ROOF SHEATHING, SEE "2 TRUSS w/ 2.12d AND 1 I TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN' SIMPSON iiz '3 M TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.r.s, NAILS ; FASTEN (1) SIMPSON HGAIO @ 48' O.C. w/ 8 1/4 �`SOS x x11/2" y yy1;IBP0 PROVIDE 2X4 MIN. BLOCKING AT D SCREWS GABLE NAIL TOP OF "T" 2z4 BLOCKING w/ 2-12d TOENAILS 0 TpR,Ov` CENTER LINE OF HIP/RIDGE, TYP. END Too OP PLATE /BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM 3 t```oP s Q........... S '•, BETWEEN TRUSSES W/ (2) 12D AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. 10d x 1 1/2" NAILS c F ��' • ' NAILS EACH END TO TRUSS TOP .� ter` B�aSa ' CHORD @ WOOD FRAMED WALL @ DUTCH GABLE _ * Lu (, u-I o �j"'• i AT N A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.s• 3 % Q- r+'"' i�C),� . - / \�'` +,r-��` •� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP e 0 1G G• A -- -- TRUCTURAL PACE s e,J,1 G.T. SHEATHING ➢f 61 i1 \TyyO N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD_ TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ m SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. R MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) Q m ROOF (2) 120 NAILS MINIMUM (3) 12d AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR „ $.z to m SHEATHING SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING G PLAN I— m $ w'8a W � 00 N _ 50 €85� Q� 2X4 BLOCKING m OmQm LL s�B�m 0��'m BETWEEN TRUSSES HIP TRUSS��` f0 �ma 0- a L4 SFCT- A_A - a g S LL d � 3 0: I+! w ®am� a� ao a o 0 TB03 HIP RIDGE BLOCKING DETAIL N.rs. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs.afr O W"6rn=� 0=m,� S�T6�P Zcia�y Qua LL a a� �d o 5 1282 2 mI.V5 WWw,fDSENG.COM ❑ ❑ ❑ m z M 8 TRUSS NOTES: = z Q 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 Q (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED MIND AREA IS GREATER BEFORE THE ROOF SHEATHING 15 APPLIED, AND ww BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED = - Y Z gga 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 = o 1 - - Q% 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 'V' ' r\ ,,W{i i-� w LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0- O.C. MAXIMUM. m �_ E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3-12d NAILS AT EACH TRUSS INTERSECTION. ADEQUATE ARE NOT V o 5 D- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER STRUCTURAL CEILING ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, EE AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E m w N c 'm 5. PROVIDE TRUSS BLOCKING SEE TYP. TRUSS BLOCKING DETAILS SHEATHING A U m N E 00 3 r0 4TRU55 x4 AS SHOWN ALTERNATE = O^y w o m O /4�LL TRUSS SPACES DIRECTION ? C In x .m RUS B: A • m DAMS HOMES VERTICAL SCAB 2X8 #2 SPn ..__.. .. W/ (4) 12d TOP & BOTTOM SEE TRUSS (2).1 NAILS OR HCLR/LL IN PLACE OF ( SECTION TO EA TRUSS REQUIRED 0 RAFTERS GREB-B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 .... ui 3000 GULFBREEZE PARKWAY SEE PLAN OUBLETOP DOUBLE SEE STRUCTURAL NOTES AND NAILING m GULFBREEZE, FLORIDA 32563 PLATE TOP PLATE PRE{NG.TRU55 SECTION B_B SCHEDULE FOR SHEATHING DETAILS 2x STUD WALL V VARIES w ROOF m DIVISION LOCATION: SLOPE .7SEE PLAN PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 42 \ / \ \ / 2X4 SPF BLOCKING � w Job Information: (4)12d WHEN IT LANDS NEXT TO PRE-FNG. TRUSS SPF 48" D.C. W/ (4)12d \ \ BETWEEN TRUSSES / \ 2x8 BLid NG. NAILED P EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl REQUIRED w/ (2) MT512'S REQUIRED 0 RAFTERS GREATER e \ / THAN 8'-0^ \ 2x4 SPF BRACE \ 0 o •?f' \ @ 48" O.C. - NAIL w/(4) / \ COLLAR TIE Id \ 12d AT EACH END & \ m SHEATHIN xx v RAFTER THY \ \ \ ALTERNATE DIRECTION O 2X4 BLOCKING BETWEEN OB BEVEL CUTS \ LL TRUSSES W/ (2) 12d NAILS (OPTIONAL) 6 0 EACH END, CONT. EACH BAY 7 c B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES ` .. � ALTERNATING SEE PLAN _ �mLIJ O C0 +• 6) BLOCKING OR H5 @ 48" O.C. / / ` M PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP \ / / �+ m / N U LO N C STRUCTURAL SHEATH ING CHORD AT ALL HAND FRAMED AREAS TYP . SEE PLAN FOR CONNECTION SIMPSON A34 OR 00 d B 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ \ \ / / m J�1 O J W M O TRUSSES W/ (2)-12d NAILS Cw DIAGONAL WOOD 2x8 #2 5YP RIDGE BEAM AT 8 -0' 2'-0" ON CENTER \ \ / / O ,, /^) '' ^) 00 Li EACH END TRUSS MAX 2x8 RAFTERS 02' O"O.C. \ /\ / 2X4 SPF BLOCKING vi 'J v J V VI Model Name/ Number: MAX. W/ (3) 12d COMMON Y V BETWEEN TRUSSES @ 24" O.C. MAX.w/ a WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) / \ (3)12d EA. END (TYP.) / •\ CONC. MASONRY 4 Fr 0 7' 0" O.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE BEAM SEE PLAN 2508 2X4 CONT. AT STEEL OR WOOD VI Plan Issue Date: T& 4CHORD BEARING SUPPORT 1/2" SPACE .�U TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING � Tuesday, April 28, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING tiL W i Evv LU I-U " INFORMATION CODE COMPLIAN s 20-3010 2x4 S.Y.P. @ 16" O.C. .ST, L.UCIE COVNr' o Sheet: S- /� Of: F 4CC (•� TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NO BEARING WALL DETAIL N•r•s. T ROOF FRAMING 1�1AND Q BRACING DETAILS 5 1a 0 f THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 99 SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES G„ 6„ 3" t7 3" " 3. 3" 3"f IITD3" I I I 3„ 3n 3" 3" 6, 6, 6„ DOUBLE DOOR W/ SIDELITES 'PACE .VENLY 6, DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. 1 09 v o d NI TOP OF SLAB —16" MIN. DIAMETER CONCRETE FOOTING RIER DETAIL N.T.S. 5e SPACE EVENLY E I N0 Gacw NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. 10.1Geri, Oafs¢ 5e Goaea E Amy"' 56 ndCuatge s �. Rake 1 y4Go� Mal xe" 7" s to use in SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SFAIANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND BASHING LOCATIONS) EATER, WALL RICH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL Y PLASTER STO SEANNi 0171 ROOF SHINGLES s 6" X 6' H GALV. BASHING CW.-\ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FUS�InIG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCOW SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS "•' .' ` 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. ---1/8" SHIM SPACE EAT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS � SHEATHING BY OTHERS` CAULK BETWEEN --. FIN &SHEATHING EXTERIOR --. FINISH BY OTHERS _ PERIMETER CAULK IRY+OTHERS O.A. WINDOW HEIGHT EXTEI{ICXk - 112" A". EMBEDMENT T f —'lB WI OD 'SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 114" MAX" $HIM SPACE' END N TMF m meum rasusnerb"ang (iambs, and Sill) Wall framing: `Head �---r-- #2 Sprva/MneiFfr 0, Better -..�--. �.Sfllane Saew scewa Minlmlim Penetration GWdnp&ad Morning fin Cross section v iew. Be erior view d Fixed Wral Mnimum Silicone Ext+ilar5heatlling Note:. WeabonptyiecommaMMe psen{Mdringa orMPhMg fepsalnd's/llpgnSeaaNtad/n,157ME7711-0I. Nosye�dusfo vaileFion /n codeaend bulldbsg li7Xa dbleR u0lid die end wrote defenm/rle the properinafalladon o/Mere Ifiedion Be ore In>ailing Your IN'.ndow, In, W'tbia t cep may be P-eied lax for mspedivn, but pleasT .e she$ the .,,ap to a&-crt the blocks fr.il� and other o;r,',ge untl'ru7 n.:.o,G.:on±plete. Slept Masers to be sure the opening is 3W to 1/2" larger than to window sift both venially and horizontally • You may wish to predrA the installation relay In tins An at this MIM. Me ntgd/saRiM Me al rM Ar Any not Sep 2 "a generous bead of Miami to the badmide of the mounting M. Use enough sa me to suRldently In all wide between me On and the wall exerting. Soya Insist the wraim into the opening from the outside. The w'inaawa labeled gWOe"and'outaide", but Xthese labee haw: been removed the gazing bead should ahvays be m the ksde of the building. SW 4 Install aims under the sill, adjusting than until the unit Is plumb In the opening. Shims should be irWa ed under the all away 2 feet. The window should be baslailly centered in to opening with no more than Ili gap between the window and wall framing. Step 5 Inia#10x 1.12'saew 4' from the caner of the An Made end of the head, sill and both JambiL Step 6 tndall the remaining fasteners m 8' Imralertts from to cane Krews to the carter Gf each have member. Use carenot th over. lighten the screws and pull them through the fin. Also, make are the ennead; go in straight and do not muse the frame to bow. Wall framing should be a minimum of #2 Spnue/PYg'fir Fasteners should be #10 soars of %Cdeit length an achieve 1-3/0" penetration We the wal and As lea than 10"from edge of tram . Faetenerquantlties neeged in eat side offmmeM arhkve 4" cl Le ofFrane Ntemba 10". 18^ 34" 3P 42^ I 5o^ I 88" I 44' 1 74' 1 82" 1 90" I NumberbfFastaiers 1 2 3 1 4 1`. 5 1 6L 7 1 8 1 9 1 10 1 11 1 12 1 13 Step 7 RRMOA guess sAxOne "siameate our from around the fin and Impact for hole or Wide. the sdknne to fill any voids. Step 8 if tleomd, a foam Insulation can be applied M theinterior gap between the window and wall homing. R applied, Mamortbe the MOPI EXPANO[dG J I PEFOAP✓. Step 9 Snoe these windows are typlully used in rooms with high molaturs, M; bathrooms, B Is ra ,merded trot the IMarla gap berieen the window and wart haming also be soled with 511100 a and towel W as not to Interfere Ann the installation of wallboartlI m. Step 10 Once all constnxibn Is complete, remove the bubble wrap from the Inside and uualde of the window. If necessary, deal the MadS wit) a milddetergent and alma water using awt dam. 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 Approval # Roofing: DARE IKO Industrues, Ltd Cambrid a AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY APP. B + NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. _. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -ride vent" FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE 11 UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC 1#30 ASPHALT-SATURATE3 ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL17206. 2nd Choice R905.1.1 Overhead Garage Doors: ; 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMH WITH FL16546.1 j ; (5) 1/2" DIA. x 8" "1" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 73W6 8x7 FL15279.36 = Swing Doors: 1 1st Choice +67.0/ 67.0 THERMA 7RU-CORP. FI S DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3 16" X 3" / FL20461.1 I TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 2nd Choice +67.0/ 67.0 THERM TRU-CORP. FLUSH FL20461.19 LASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL2046i.2 t i TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) i Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS e N.A. N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 0 SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 ' HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN. EMBED. INTO WOOD BUCK. +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 a FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 3540 SERIES c +SO.O/-Sono MI WINDOWS Picture window SUFHEN'T LENGTH TO ACHIEVE nisi" INCH MINIMUM EMBEDMENT FL18644.3 R3 e IN WOOD SUBSTRATE. Mullions- " 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR R ATTACHING MI WINDOWS MULLIQN SECT5796 CUP INTO CONCRETE Vie" FL 18504.1 TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 1'k i Horizontal FL 15804.2 " IW1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM MU'llonEDGE DISTANCE - Fixed Glass: 1st Choice +Sono/ -Sono US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644,3 R-3 i WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS E 2nd Choice t WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 1 3rd Choice < 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +55.0/-35.0 1 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT / HURRICANE STORM 24 Ga. Galvanized DIRECT MOUNT. TOP u/a"-20 MALE PANELMATE W/ Piii� i 46 PSF INT. PANEL MFG. INC. Steel Sion WINGNUTS AT 12 f" O.C. BOi'TOM'/4"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) REVIEWED F'' Name: Carl A. Brown Certification Number: FI. # 56126 CODE COMPLI' Name: TODD M. BORN Certification Number: A. # 82126 S'T Name: Luis Pablo Torres Certification Number: A. # 87864 6011 t ` 1111111)r7j° N S J 86A * -o 87 0 N y,'•N �'♦ C CL O� L O f� ��' , 03 PPlP3rt Si tiitlA W y o N a N rp } FBs gO F to cc 99 M p� agOy� YF # 9k U t3 oro r Ica o ti li E " Dymmz r cep Q �ws" a w to > eiC �4 men G^ I �9 =5% 3 it { o 0 W� °'� m m O to m ZR�rQ g �e$g �a_� d a a z o QGO $d i L Fs n.q'6 www.rosrNG.rbM ❑ ❑ ❑ I i n` Uo N rq � z Z r7 0 i A � m rialliq — 0 �J Zo a n)o W�—� u o c m �Lie) ZD d m r6 o �m U ENE 60 = N ® ¢ 1 o m ta'm i DAMS HOMES FLORIDA CONTRACTORS. LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: r O z W o C °' y M Z U a`i OI'LL^II /� r/� W J _I poi W V/ cn VI Model Name / Number: 2508 Plan Issue Date: Tuesday, April 28, 2020 VI KA PROJECT NUMBER: 20-3010 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH -, i RESISTIVE BARRIER GENERAL FLASHING AND PROOFI NG METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE DOOR ROUGH OPENING TO BE USED R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior �WEATHER RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. SLOPE material behind an exterior wall coveringthat is intended to resist liquid water that has Iq penetrated behind the exterior TAPE °� EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4'-i' BEAD OF CONSTR ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in _ SELF ADHERED FLASHING covering from further intruding irate the exterior Wall assembly. An exterior Wall covering Is described as a material a assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barter. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 U WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS ,f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, fett shall be lapped not less than 6 inches (152 mm). The felt or other approved materal UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) sueFLooR requirements of the exterior wall envelope as described in Section R703.1. pe SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTI ONS: Detail Instructions sheathing, shall Include a water-mistive vapor -permeable barrier with a performance at least equivalent to two layers of 1, Cut, fold up &temporarily serum weather FillJolsr Refer to the number marked as ® in each detail that corresponds to the 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 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and g seal with tape 1 2 2 PAPER O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashingcan be substituted for building 9 Paper Exception: Whore the water-realstivo barter that is g q applied over wood -based sheathing has a water resistance equal to or greater then that of SO -minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwator-absorbing layer or designed drat g ye gn nags space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant filwhi g rag shall be applied shingle -fashion In a manner to prevent entry W Scale: NTs SELF -ADHERED FLASHING W P01 SELF -ADHERED FLASHING W P O2 SELF -ADHERED FLASHING W P03 scorin cuts g water into Me wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flash) shall comply All exterior fenestration products shall be sealed �g ply with AAMA at the Juncture with the FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER building FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and h711. AA wall with a sealant complying with AAMA 800 or ASTM C820 Class 25 Grade NS or greater for proper joint greater adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, cr other approved standard as appropriate for the type of sealant. RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED ADHESIVE surface of the exterior Well finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING � 3W-1" BEAD OF CONST R. TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of Corner may vary, adjust folding of the flashing accordingly g Y Y� J g 9 g y to fit It. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. g REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) '! 8. Mechanically fasten as necessary Mechanically attached flexible flesh) ngs shall comply with AAMA 712. Flashing at exterior window and door openings be Installed In LETTER ON CHEMICAL SCORED shall accordance with one or more of the following: COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED FLASHING, �v (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the Bashing manufacturer's Instructions. Where SELF -ADHERED EXTEND A MINIMUM 6" RELEASEPAPERTDEXPOSE ADHESIVEAS SHOWN) fleshing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and FLASHING VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a mariner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive harder for subs subsequent drat eq nags. Openings using pan flashing shall MECHANICALLY FASTEN AS Incorporate flashing or OtBCLIOn r p at the head and sides. s SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design Or method of a registered design professional. (SEE DETAIL WP02) J-3. In accordance with other approved methods. SELF-ADH1.4 FLASHING ERED O [� In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. v 2 2 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE t <> 4 3. Under and at the ends of masonr y, ry, wood or metal copings and sills. DO NOT FLASH OVER - BOTTOM NAILING 2 8 SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) t 2 6 7 4. Continuously above all projecting wood trim. FLANGE (SEE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4fame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWPO5SELF-ADHERED FLASHING HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK 7. At builtdn gutters. SELF ADHERED FLASHING DECKPROTECTOR - _ SHEATHING 7/9" Cement Plaster -- 718" CementPlaster in accordance with inaccordance with - -- If ASTMC926 ASTMC926 SELF -ADHERED x ,� FLASHING PATCH w x Felt backed metal Felt backed metal = lathe in accordance lathe in accordance SELF -ADHERED FLASHING �r W , r wth ASTMC1063 with ASTMC1063 DECK PROTECTOR , Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. z " sheathing %. sheathing SINGLE DOUBLE JOISTr?x.+'�'`j. �` F '"`•-- ',% ; ' ' '. edge p toed Keep ep toweep ed / JOIST =\ SELF -ADHERED FLASHING "� "- �_ .- `^ "' ^- , Metal ', Flashing Of screed SELF -ADHERED FLASHING 1 2 3 112" 2" below top of block 3^ MIN .., Unperforated 4 Flange 7/8" Vulcum O 5 Weep Screed cauk bottom joint only " Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING \H0.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR, Above Roof Sheathing 1/2" Cementitious Decorative Finish 5 • • o, All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. cut and caulked all Cement Plaster •, butt joints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 o o becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor (0.6 cm : 30 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ` EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated "o• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o• Screed Plaster over block EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ $ Note: IEVIEWfU O The building paper and metal lath must be installed over the top of CODE COMPLIA WEEP SCREED DETAIL ST. LUCIE COU. SELF FLASHING SELF -ADHERED FLASHING W P 10 -ADHERED CEMT. FINISH WINDOW SILL 11 SELF -ADHERED FLASHING /� W P 1 2 SCALE: NOT TO SCALE ^ CEMT. FINISH WINDOW HEAD t CEMT. FINISH PARAPET WALL the Weep Screed. tuurrrrryr° o aig64 rrjti rl lttklV�, c DID 0(0L0 CID S Gi D�Hm LL LL LL ,p Elsa" D£ymm x man W a W.3�`onn° a IL ,° missg O Ba iS y 3ZaET z 2 O Ti g"fi$ ar��d O s t- v 5 W min D�00 s ws W mmm ¢a gjig-, Z 0 3 //��WP1'.FDSEN6.CO1M ❑ ❑ ❑ v W C m m O � z N o a Z a Z o (♦ S W ¢ o FS Z RRa L/11 0 a c () o _ _ w 4- w "tom t'13 o E Tom• V E L U w o t c m o �� ENE 10 w o TT P 7jr c NAY o� Q On c�D Q.m_ I a DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: €n a }. o N 0 O a, 0 � H �z �LO LL1 �' 0 E 2 Y o LO � CV • U m F-�C�m 00 a O JM W oT o O W `^ r ) DD L_ vl V' �/ ♦ Model Name /N umber:: E 2508 � ♦ Plan Issue Date: Tuesday, April 28, 2020 ♦ KA PROJECT NUMBER: s 20-3010 ,x Sheet: W P Of; 0 WATER PROOF DETAILS I v _& LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone- 772.800.8413 vicklyrne@alrcalcs.com %0 M< M 03 0 0 Fn 0! -00 M * M 01i3Or C a on :z 4 Z0 0 M M Scale- 1 - 98 Page I Right -Suite@ Universal 2019 19.0-19 RSLJ27054 2020-May-2018:36-18 -308 Cristel le Ct Acb rns Hcrnes -iu p