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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES. AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES" 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND. PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3.. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING 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. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RES BARRIER, WATER -RESISTIVE VAPOR -PERMEABLE B 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 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 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. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA CAST IN PLACE'ICONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAA MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR. MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2- TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A71064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/. A615M GRADE 40 U.N.O.! REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL 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 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 315-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53013) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE S PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE DIFFERENT .EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.1, FOR THE CONCRETE STRENGTH. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING ,UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014,WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm =1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO AST 3. COARSE GROUT SHALL CONFORM 0 ASTM C476 WITH A7MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7, GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED T0. PREVENT THE FLOW OF GROUT INTO CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. DEFLECTION CRITERIA 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/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40Fr SPAN * *TL MAX 3/4" *** TL MAX 1/2" 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 71 GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 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. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD OIL 0 10 0 10 0 10 0 10 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 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 I" 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, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 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 TOTAL(PSF) 37 37 45 55 CHORD LL (OPT) ATTICS BOTTOM CC LIMITED STORAGE. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOROR INDICATED ON PLAN ROOF C • PLYWOOD C-C C-D EXTERIOR OR OSB FLOOR SHEATHING: T&G'A-CGROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING 32" RATED OSS EXPOSURE 1 15R WALL SHEATHING: 7/16". STRUCTURAL I OSB EXPOSURE 1 0 / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OIL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL BOTTOM CHORD DL 0 (PSF) 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY. FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 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) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS TRUSS LOCATIONS AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. LIBRARIES READING ROOMS STACK ROOMS 60 (PST) 150 (PSF) GUARD RAIL @ HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) BROOMS OTHER THAN SLEEPING SLEEPING ROOM STAIRS 200 (PSF) 50 (PSF) 40 (PSF) 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO N AREA EQUAL HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS15FT, AND FOR 2 STORY HOME IS 30Fr 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) (+J VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O5 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 e 0 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1 6 5 ...YYY OO + 23.4 O + 23.4 (.) 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'-0" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 41-0" 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.. SEE FLOOR PLAN FOR ACTUAL PRESSI3RES INDEX OF DRAWINGS ISHT NO:TITLE r^T' 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 0 m a FIELD REPAIR NOTES GENERAL NOTES: d BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the Utleblock of these ' ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 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 S INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained In these documents, prior to .: 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 commencement of any work. The Designer/Engineer are not I PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS,. THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer /Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (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 ' information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) MTSMS6 TWIST STRAP "x 2 N 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 F FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, 0 EASO information found in these plans should be directed to our Quality N 17 # . IF FINER STRAP IS MJL6 FOR 0 ). IF ITT THAN 8 0 LBS USE 2 MTSM16 FOR UPLIFTS LESS THAN 20 CO MASONRY AND 7 1 d NAILS TO TRUSS FOR N S LESS 6 ) SO 0 ( () MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" X 2 1/4" TITENS ONE EACH SIDE OF TRUSS.will FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER SITE, MATERIALS OR EQUIPMENT, TECT WITH UT LIMITATION,THE RESIDENCE CONSTRUCTION SI TO PRO 0 Assurance M _ Manager at 321.972.0491 immediately. No backchat es g Y 8 be consideredfor reimbursement the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advancedcednotification and approval by the � 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. Designer/Engineer. Payments will be made in accordance to the MISSED, CONTACT THE EOR. FOR SUBSTITUTION.. terms of the agreement. , 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 43000 GULFBREEZEPARKWAY GULFBRI,EEZE, LORI DA 32`5•,3 CODE COMPLIANGtI ST. LUCIE' COUNTY BOCQ DEC 1 112019 FILE COPY G N ` o ono H� U Z W��w W �eLL w s¢°W W `"ergg a u w � m3 �a a g � �� � $1b 9 o O �I U) PA m 00 0 Z. ��A-e Q Q a 00 WNw.FGSENG.COM ❑ 0 Z N gz Z m a o J LL a VT U O w 8 to C m N =3 mM � m I c i O `` 0 0 N 05 SOn uydyi _ �C Nyy �0 .a i dnco aw 0 ® rwue uo%wwwc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE FLORIDA 32563 I I I PORT ST. LUCIE IVI Job Information: o r r1ro ML O a e L° z _T W W o m J E > a0 C LL o m m V OD WO A 0-j W-71 8 oD ti u J m� W N a rn ♦ ..Model Name /Number: 1820 d .I ♦ Plan Issue Date: Thursday, December 12, 2019 a ♦ KA PROJECT NUMBER: x 19-6716 2 rn Sheet: air � a nto z COVER SHEET it (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE--1 S -- FEINF- SEE PLAN. CA 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF SEE PLAN _F.F. 0 REBAR O SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE SIZES REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR '� '� F.F. VARIES LAPPED MIN. 6" AND SEALED. MASONRY ® ELEV. 0'-0" — W/ (1) - #5 BAR CONT. ^. '� ' ' 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FlBERMESH/FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/MANUF'S INSTRUCTIONS AND NER-284 ,.. * v `--` "' FOR FlBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2STORY: 20" X 20" ' JR, 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. • W/(3) • #5 CONT.BEAM W/ (1) #5 REBAR GRADE 40 U;N.O. TYPICAL ABV. SLAB. HOOKED FTE SEE PLAN; ►; , e; ; DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM02 SECTION @GARAGE 1/2" = 1'-0" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 30 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN E UAL LIFTS NOT TO EXCEEDING 12" THE FOUNDATION INDICATED FM03 I THICKENED EDGE 112"=1'-0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 2N' MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSF. 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. IJATC�AR.FlN. FLR. .I ALIGN DRIVE W/ BOTTOM OF o RECESS &PITCH DRIVE 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 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 2.0" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN 8" 4 4" 16" 4" 245 REBAR FM11 STEP DOWN BRG. 1/r' = r o" FM12 STEP DOWN NON BRIG. 1/2" = 1' OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o: SEE PLAN ELEV. 0'-0" WITH CURB o M '"a. TYP. SEC. (1) #5 BAR CONT. It (G.C. VERIFY) ;0_ REINF F F OU (SEE PLAN) L 2 #5 CONT. INSTALL LINING MATERIALS PER �n FBC-R P2709.2 MUDDED FLR. 16" ��. SLOPED TO DRAIN 2 #5 CONT. MIN. FM14 I SECTION 0 RECESS SHOWER 1 1/2-=1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: RE11 THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 F CONT REINF. SEE BY COLD BENDING THE BAR WITH SEE ND. FOR MIN. BAR LAP OF 25 QUANTITY GO #5 X 25" X 25" CORNER BAR ONE N FOR EA. HORIZ. iv REBAR TYP. U.N.O. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE FOOTING SCHEDULE MARK SIZE DEPfH I REINFORCING GRANITI CAP. Ib, Fyp VO' X CONT. V-0" 2 #5 E.W. Bar. 2000 @.0 TV X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.6 2'-6"X2'-6" 1'-0" 3.#5 E.W. Bar. 11000 F3.0 3'-0" X 3'-W V-0" 4 #5 E.W. BOt 15600 Fab 3'6' X 3'6" 11-0' 4 #5 E.W. BOT. 21500 F4,p 4'-0" X4'-W 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'6" X 4'6" V-4" 5 #5 E.W. BOT. 34500 1'-4" 6 #5 E.W. BOT. 42500 F6.0 61.0" x 6'-0. V-4- 7 #5 F W. BOT. 61500 1/2" = 1'-0" x" (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=11-0" LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWaSTORY FOOTING -INDICATES CONCRETE FOOTING 49' 8" 12' 10" If 13' 0" w 13' 10" 1010. 3' 8" 4' 0" ., 31101. A' 4" . 1 4' 8" .. 3' 6" .. 4' D. 1181, _ TYP. CORNERS 4 A ■ ■ ■ ■ ■ --- ■ ■ ■ HOSE , BIBB , FM01 ; FM03 3 `O FM11 (. i FM1.1 ' F2.5j� F2.5 i ■ H "i60 00 00 ;1 00 ST P DN. 4" ' a ZD ----------- --.----------T-.-----.-- ------------' 'N ■ ; �---� r FM11 i 3 i o � UNIT I. W.C. Q� ■ .LAY. ; i4 i r•t__r, IL JI 2 1 of bi ; J:J -- - - --- ---- O/ i0 LL in 3 1' 2 8" U "0 L -JpI o 'a LI ■ i �.. ii'• ,S'.`�, W.C. i ■ 00 r — _ —in u ' I'4UB STYLES',VARIES o ; 1;:VERIFY DRAIM I I V ; 1',�LOCATION 13x4F.G I 'v I SHOWER L _ J L ■ 24'8" ��'� •------ 15'0„ rn = n, % =' � �i 1.1 ....... 2, 2" LL� JJ OTC' INK ; ib 1 12' 11" ' ' PROVIDE CHASE ' ' FOR HVAC UNIT o VERIFY LOCATION ° , ' ' 3' p• 7' O" o r , Lb WASH ' ' ' ' '' COMP. UNIT 3 If ix: �-------------- I------+N-`--------------- --- -------------' ; STEP ON. 4" -. Q FM11 ' FM12 ------------------ W.HJ Q ;0 i 3Q in ■ ■ ~ S STEP DN. 51i/ ; °- FMO2 3 6, 4" `-------------------------------� V m a ;_ " C.J. o of oo 1 2, 8„ 7, 0" 3, 8" , V F2.5 ----- ■ o -- ------- ■ 0)FM03 ; I I i eo , io o ' iN FA309 I F2.5 FM09 3 to ; HOSE ----------------------' BIBB FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS N O to N 'ccm c mNLO 00 00 Zqq�� ANW O "ABy ��.-,g W ffiE $ a �mm4 w a �LL Q W LLI C)10. � a ui ui i ya Z Om Z O ,/� 5 C: Ng m M0h 3 a� Z m rv'= — m G y 6 ". '8 It WWW.F EN6.COM 1111 ❑ m Z 04 co N Z z a a Y O 3 � w 9 — 0 � z o ` 0a y w � m (\/���1/U —9 m W O c On OM i(6 V T N E w O c0i ° V cnow c my c ¢rndn�u �m F ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE Job Information: a >-. U O a- a r o UO Za) I-,iu a U) 0 ¢ M z m a)45 m m .45 . J W� y60 Q JmU)U) GD uo gVI Model Name / Number: U 1820 VI Plan Issue Date: Thursday, December 12, 2019 a w V KA PROJECT NUMBER: 19-6716 a Sheet: 3 �— O 1 FOUNDATION PLAN DEC'31 2019 Q LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS ( 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 4 m 2x6 WALL (FLOOR TO CEILING) Ir 2' 8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 11/2" VTR BIBB INSTALL FAN BOX PREWIRf4 .I, INSTALL FANS , BOX PREWIRE I,rJ i I I I I I I I I I I __________� 220 i , , , I I o CEN.IOF WALL z ' � I I 3 z W i \U , , , I I y I 1 I I I I I I I I I , I I , I , I _ I INSTALL FAN— BOX PREWIRE I I I I I I I I I ' I I I I I th NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. D INSTALL FAN WP BOX PREWIRE GFI \ , ----------------------------- " LFAN _____ _ ______________ _,�.,BSTAOXPLL FIRE I I I I I ' D I , , , I , , CM ' GFI < I ' I � , I r , n --------- t-------- Fl- ---------- -- LL FAN t, c \ i !PREWIRE O h' / I 1 CM COACH "\ LIGHT 1 I I I i� GFI G 22 GFI GFJ GFI � GFI GFI ISP i - - ' I FOR.DiW' \ I, ® ® "HOOD MICRO/ GFI I / \ - - -� r — � VERIFY I I GFI ` LOCATION IN FIELD � �J I DISCONNET Wp GFI R , 1 I 220� 1 , I i 1 P ELECTRICAL �' GEL@ PANEL 2" AFF\ 220 W.H. "\ \ ATTIC ELECTRIC a IF REQ'D BY CODE xp w w mwV, \ v J W W Z \ Z Q Z (] nou \� \ zz U) \ ¢LL00 -a � b o 0 GFI @ GFI GFI 00 a p 42"AFF ommw FOR GARAGE FOR GARAGE - 0 M C a DOOR OPENER 0 p p o w DOOR OPENER z :5 P: p m ----------------------- , , I I , , GFI 42";AFF I y------------------ — �__ COACH _ _ _ __ COACH LIGHT COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 R314A AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR 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 36" 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 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 W 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 FBCR 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 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND (9 SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE D-u----� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT a CEILING FAN DUPLEX OUTLET It 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT � DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET Dp P DISPOSAL N� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY—� POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI 4 PANEL # 10 COPPER TO WATER HEATER TO RANGE INTERSYSTEM J # 8 TO HV C BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W1 MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, 0 10 IT CNI W (10 D N 00 r` 10 ik ' E$wbc Z � OnNN LL LJI. E`0o ` cnmz °'awBv rQ 02N8 y IIUd v M W B rya LU dLL"6 aww I a`m5 a¢ yy "4'Pq Z C cwa 2 Z O 00 V- W$N Y/ S EZ ZLLI Qua`=e 6 a ¢ cn gg 8�a U s nWuY .MSENSCOM ❑ ❑ ❑ W -m N O z m 0 4)Z® ¢ :o J a — 0 O Z o E' 0 O w vvom o to c m N 0 mi� L) m N E w 00 �> F 0 W C U) ®C V s oQ Qrn6°o a;m. I FLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: Ifs U 0 a �0) z O) o ¢ M W i O J 16 c LL N M Uc-I Z m a 00 ml QJWZ) o N JMCn(n w LL WIVI Model Name/ Number: y 1820 m Plan Issue Date: v Thursday, December 12, 2019 KA PROJECT NUMBER: Y 19-6716 2d Sheet: /� Of: o /ice' r m ELECTRICAL PLAN R OF BLO FIN. FLR. 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT I 4W OFF RIDGE VENT DBL 25 SH FIN. FLR. 12 2'-0" TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT m ro 25 SH FIN. F DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" 0 60 _R. 1!ARINGE@ ENTRY TOP OF BLOCK 2'-0" 00 2'-0" [ U FIN. FLR. , LEFT ELEVATION TR" SCALE: 1/4" = 1'-O" 48' OFF RIDGE VENT A VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inehes of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sci in sf Ride vent provides 18.00 net sq in If Off ride vent provides 138.00 net sq in sf _ Overhang distance 1.33 It S.F. of Area to be vented SF 2609s.f. Total needed for exhaust for upper 13. 626nets inches Total needed for intake soffit area lower 626nets inches TAPERED NNWRAP NumberofOff Ridge Ventsforu erl3.needed 5 L.F. of Ridge Vent needed can be used in combo with ORV 35 I�--� COLUMN DETAIL SCALE: 1/2" = 1'-0" 48' OFF RIDGE VENT TOP OF q LITE TEXTURED DECORATIVE m °P CEMENTITIOUS COATING 33/2 SH DBL 25 SH 25 SH FIN. FLR. RIGHT ELEVATION SCALE: 1/4" =1'-O" 12 �6 4 12" X 24" DECO VENT VERIFY STYLE W/ BUILDER -l1■!■■■�■�■■�■■■�■��■�■ram /Now ILI /Ni MAN rrrY��,r■ _ ■II �.Ir�■■�■r■.Ire■■�■r■.��■ ■■■ ■■■ , , ICI ICI , "�II "'�I "'I' �'I'I'��" 1 ' 1 • 1 1 attt�s enase�area�nnerasaenonaaenarne�atf,t�t rer•e _ ueF�er�Delra�ar�Feare.�sa�e.e�srl tea= "'II �'I'I I"I' �"II'�I�' �d=e==tla=.tla�=tef�te.—�.:nelnraa — — v�o aia�t����Q�t�Ttuttt�Ttt�alinv=ttao .�errae e�seraa■enrranre�e�an�e�leane.ct�vlt ttt� .erar�rsrrrsa�■r•sara�ereral■rresraerer•�■ ■. es�■ .il ......- SCALE: 1/4" =1'-O" ATION TR" 8' X 7' 16 PANEL OVERHEAD DOOR TOP OF BLOB I _ - 4 =1N. FLR. _ 75 r,0 N E g E Fcw Eg NNr 00 ell ZWj m '9a Z ^ a A.a2 a � W Q IiI � o o. I € W y = wsm Va�� °'ate I 2£Fo Z O Ro 2 V Mga Y«e moi09 � g W YaHagze2a a" a o y SAW i°- W .FDSENGXOM ❑ ❑ ❑ N z M Y Z a 0 a 0 3 a 4� w 0 W E f� o E V u� w o r � cm � mm F- m U k2 N E w Opo o " 5OD GD m UG a rn d uD a ■ ® DAMS HOMES N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 9 Ub a N 0 N o a LD sz R 87 d @ W U)¢ J _p Y C LL 5 > (p R7 N N g f OF)<I 3 m J W(00 00 OJ m (n (n VI a T Model Name /Number: H 1820 VI Plan Issue Date: Thursday, December 12, 2019 m_V1 KA PROJECT NUMBER: Y 19-6716 l a � Sheet: 5 Of: 0 N ELEVATIONS OEC 31 Z019 SEE DET. TB03 G.C. TO PRI BLOCKING' W/ APA RE, FOR SPAN 1 7/16" OSB SEE DETAIL 0 z a_ S 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS o'EQ' w 4 CONTINUOUS BOTTOM CHORD a "X" DETAIL BRACE TB01 SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - v )VIDE f0 COMPLY )OMENDATIONS- 2 IATING OF _ _ R TB03/S•4 a - - - - - - 0 W 4 a q d X 4 W-.-.T,TF Q V I I 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) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. U2 ------------------------------------------------------------- 4 1 I Fi. O; O `3 . G I O 2 # I # i L------------------------------------------------ 5# , FP 4 FT. O 5 Fk1. 4 Ff. 0 � I @____________________________________ 55.. S O O`♦ G 1 - O 1 O \: 4 FT. r---------- ---------- 3 3 -_-__ ._" --- I 4 Ff. O O 4 `FI . f ROOF NAILING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @.4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL E@ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ 16GA X 13/4" STAPLES & 2" O.C. ON EDGE & 4' O.C. IN FIELD. 15132" OSB EXPOSUREII SHEATHING II II II 1 II II II II II II PROVIDE ) (I BLOCKING AS II II REQUIRED PER - - SECTION X-X IF II NOT FULL II 11 HEIGHT SHEET C II 11 II II LI u II Il © �LOOR SYSTE 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM 3 ONE DIAGRAMROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6" O.0 IN FIELD 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 (NOTE: IF 5/8"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE• 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 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' (2} 2x TOP PLATE 15132" OSS BEYOND EXPOSUREI SHEATHING - - - , - - - - It- II 11 II II SOLID2x w 1 I 11 II BLOCKING @ ALL w III 111 II II SHEATHING N III III 11 II EDGES(SEE 0t; 41,1111.1111,11 SECTION X-X) y? III 11 OPENING 111 11 - - -Ill 11I I -n III N II II II D. = wBEYOND. - -F� II II IIII II II II BEYO SEE PLANz L SHEATHING I I 2X4 P,T. BASE PLATE BEYOND VERTICAL HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM 'S"=NAIL SPACING J O �F-o2--- jr 0 L.Ir WOO~ N W IC L. X U. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNWORSCMWLEFOI:: HOMES-2820ELEV CR-30r l., iRN¢ID RING 4EARING iRLNS PCNAL WA CONNEa.R NI : W.N.RUPIIFT 0 MTNA FASIENEPS. NOTE G][3,CIV' CSV,E7,E7VE7W,H7,H7V 1. L/R 5"o, less Ha.q /IERIL. NIFG 16101 (E)10d A. 60] L/R I. Norl- HETAl6/H:TN. II"# 1EI.E (9)]0tlx11/$ (9110tlx 1.Y/2 GOs L/R - -90spo, less (2)XETAIG /(2)HETAvs xsa0x/zspOx (12)IId x 12/2 (12 I6dx1-3/$ NI39G, PO3CG L/M/R -a7A pa, less I'MR/HMlb/III IIuz r. 1a10N/lalON:, (S) 1.d (E) Wdx ]-]/2 M1AG L/M/A -IN..1less HETAI6)HSOA/III NL35 MFG 1.1O. 13A0# 9)10dx I l/2" (SE11w x 11/2 BO3 G, B06G L/M/R fill p", less HIOA/.1.1R/PER ¶RU. FG 13<Op/m.. 3E)IOExI]/x IDI and x 1a/z .7 L/M/M/R -715#orlesv HETAl6/(x IMT512/($IMT61$I .MI6 la-01/2006p/- zo00p{]91op (D)]Odx 11/2 ) Enl-1/x 2b1]pdx l-1/z (6)1OEx 1-112 MB L/M/M/]i-.-1a59""r l Es (2)HETN6/(21HR30/(nHT3x0/ (2)HI 2035E/3500#/. x90pp/2035p (1013ORI I -I/$ 141l lOdxl-1/2 (4R ]Odx]-1/2- (10) 1od x 1.1/2' 003P 10,F RRG -61 ILI o, less NNIED 1.ILF (1)I6d@. 6"OC TRU33 N11£D TO TOP PLATE PER GE01/5-0 MWSMN1xfA RER'. VATEOFLAVOUT: DATECFTRUSSNiSHEET3 9/24/2019 BEA4-IEFT,AepMIONS IOCu111TNs &L N(NEO ASAREARSIERf ONPREDTDTRVSS MpNVFpCNRER's TRVSS DRAWINGS HL C9N FYfO%BARE SIMPSON PR00VCI3 BRIG. 8'-G" AFF W/ KNEEWALL TO 10'-0" TRUSS LAYOUT "A" & "CR11 SCALE: 1/4" =V-O" SIMPSON - CONNECTOR SCHEDULE USP -CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS OF SYP CONNECTOR&FASTENERS SPF SYP OFRAME TO HETA16 w/(9)10d x 11Y2'OR HTA16w/(10)10dxl VSOR MASONRY HETA20 w/ 910d x 1 12' O 1810 HTA2o w/ popod x 1 12' 1685 1870 OB FRAME FFRRAEMEO H2.Mw/(10)ed NAILS 535 585 R17A W (10W NAILS 515 585 © FRAME TO H10Aw/(18)10dxl 112" 1415 1040 RT75Aw/(17)10d x 1112- 895 102D FRAME H10A-2w/(18)70dx 11/TAT2 PLYTRU88ES US 1080 RT78-2w/(16)l0dxi 12'AT2PLYTRUSSES 935 1080 O0 .FRAMETO MTS12W(14)I0dx111T(A7 EXTERIOR MTW12 wl(14)10dx112"(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 990 LOCATION INCLUDE (3)12d TOENAILS) 1005 11% OE FRAME TO MGT w/M)10d NAILS AND 518' AT.R.w/17 3330 MUGT15 w1(28)101 NAILS AND WW AT.R. w/ MASONRY EMBEDMENTW/30d1MPS12'ON'SET"EPDXY 3' 1TEMSEDMENT w/ SIMPSON"SEr EPDXY 3330 4495 F O FRAME TO HTS20w/(24)1z 1(ATEXTER70R 1245 w/(2/)10dx 712"(AT EXTERIORLS FRAME LOCATION INCLUDE (3)12d TOENAILS 1310 LOCATION INCLUDE (3)12d TOENAILS 1: 1530 3v iV"�L /IAt -L I f1 FRAME TO FRAME (2)HTS20w/(48)10x112"(ATEXTERIOR LOCATION INCLUDE (6)12d TOENAILS 24Go 2820 (2) HTW20 w/(48)1W x 1 12" (AT EXTERIOR LOCATION INCLUDE (6)12d TOENAILS (EA) 2670 3OW - OFRAME TO MASONRY HGT-2w/(16001 NAILS AND (2) 5/8" A.T.R. W 12- EMBEDMENT W SIMPSON "SET' EPDXY(HGT-3 FOR 3-PLY) 10680 HUGT2w/(16)10d NAILS AND (2)&B'AT.R. M IT EMBEDMENT WISIMPSON "SET" EPDXY(HUGT3 FOR&PLY) 70- 979013 - O FRAME TO MASONRY I FGTR w/ (18)1/4" x 3" SOS WOOD SCREWS AND (2)12°x5"71TEN HD ANCHOR BOLTS 3400 4725 RFU3 w/ (12) W33 WOOD SCREWS AND (4(12)W 3 WEDGE -BOLT OSCREry 7100 OO 0 Ji FRAME TO MASONRY (1)LGT2 w/(16) 16d SINKERS &r7)I1Cx2AAr TITEN2 SEE NOTE #8 BELO 1750 2030 O J2 FRAME TO MASONRY/ 1 (2) LGT2 wl (32) 16d SINKERS & (14) 1/4" x 2 Ile TITEN(2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 w/ (32) 16d SINKERS & (10) 310" 3100-M _ 3240F 3770E 114" x 3° WEDGE -BOLT (2 PLY TRUSS) 38MF m FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) 4520.F 9 FRAME TO MASONRY/ (2)LGT3 W/(24) 1w x 3"SDS SCREWS &(8)3l8" x T TITEN(2 PLY TRUSS) 4730-M 6570-M (2)LUGT3 w/(24)1/d"x 212"WS25 648" 7050-M y 5010E 6980-F SCREWS B(4)318- x 5' We (2 PLY TRUSS) yj FRAME OR (52)16d SINKERS FOR FRAME (EA) OR (W 16r SINKERS FOR FRAME (FA) 6480-1` 7710E O BEAM TO HU410 OPT HUC410w/(18) 16d 8(10) 10d G#2880 HD6100PT HD4701F w/(20)18tl8(70)1W GY3080 O BEAM NAILS M1895 NAILS U#1850 0 ©BEAM TO HL910 OPT HUC410 w/(18)TITEN G#4600 HD410 OPT HD4101F W(20) 1/4".W G#3355 y MASONRY 1H'x23k"8 (10) 10d NAILS LW1800 WEDGE-BOLT&(10)1W NAILS moo O BEAM TO MASONRY/ HUO OPT HUC46 W(6) IDd NAILS B (12)7/4"x 2314' TITEN(TO MAS.) W540 (WOOO HD46 OPT HU46 w/(6) 10d NAILS B G#1625 G#2015 a U#980 U#1136 (12)1/4" x 23/4'TAPCONS(TO MASJ W1030 U#850 FRAME OR (12) 764 816)10d (FOR FRAME) 9YP-F 9YPl& OR (12)18d & IS) Hid (FOR FRAME) SYPF SYP-M c m M FRAME TO (2) HETA160PT (2) HETA20 1•PLY wI 1 10tlx 712"OR ( 0) 1920 1920 (2) HTA16 On (2) HTA20 1-PLY 1870 3 MASONRY 2-PLY W/ (12)16d 2305 2365 wl (10) tOd x 1 12" OR 2-PLY W (12) 16d 2430 N HTSM16 W (8)1Od NMLS AND (4)1/4"x2 //4" BOB 1110 HTWM16 W (8)10d NAILS AND (4) IANI 3M" 1145 1225 FRAME TO TAPCONS WEDGE -BOLT Lt O MASONRY HTSM20 w/(10)10tl NAILS AND (4)1/4'SL!1/4" 865 1110 OR HTWM20 w/(70)100 NAILS AND (4)iM'x13/41 .YNc TAPCONS WEDGE -BOLT 1145 1226 p ©FRAME TO H10S w/(8) 8d x112' NAILS AND (2) MW' MASONRY TITAN HD 780 910 0 3 TO DTTZZ w/(8)1/4"z112"SOS WOOD DTB-TZw/(8)1N"X11/2'W315WOOD OFRAME MASONRY SCREWS AND (1) 12' 8 AT.R. EPDXIED It 1835 2145 SCREWS AND(1) 12' B AT.R, EPDXIED w/ 1510 1835 `v SIMPSON'SEr SEE NOTE #4) VMPSON"SET"(SEE NOTE#4) a0"1 TO HT75w1j2S) 16d x2117 NAILS ARID(i) SB"e HTT4S w/(28I 18d X212'NAILSAND(1) O OFRAME MASONRY AT.R. EPDXIED w/ SIMPSON "9EP 4375 Sim 5M'Z AT.R. EPDXIED w/SIMPSON 'SET" _ 5005 E ''i CNI (SEE NOTE 94 BELOW) (SEE NOTE #4 BELOW) c III TO H114 w/(18) 16d x212' NAILS AND (1) 5'8"2 HTT45 wl(19) 78d Y210NAILS AND (1) C OFRAME MASONRY AT.R. EPDXIED w/SIMPSON 'BE T" 3640 4235 600 A.T.R. EPDXIED W SIMPSON"SET' - 4180 c (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) OFRAME TO FRAME H10SW/(24) 101xl IW NAILS 7&5 910 LUGT1 wl(23) 8d x1IQ' NAILS 875 1046 0 g; ♦�IH111}#11# O e♦4♦#B.# 4) V OFRAME TO HM9KT w/(4)1/4"X712" BOB WOOD 780 760 RTi6M w/(Bl fOdx 112"LANES& MASONRY SCREWS& 5 114-41/4' TAPCONS U (4)1/4"x73W'TAPCONS 1385 1985 t" ♦ yI ♦ (7j "......AY 00 ♦♦ 8 w♦_f.. y� .�F,(" •. OFRAME TO VGT M(16) 1M'kY BOB WOOD SCREWS& 5VZ AT.R. EPDXIED 'SET" MASONRY (1) w/SIMPSON W/ iT MIN. EMBEDMENTFRAME 35M 4940f� V' ) F•�12 O TO (2)VGT w/(32)1/4"x3'SDS WOOD SCREWS f}�• r�R MASONRY &(2) 5/8'B AT.R EPDXIED w/ SIMPSON "SET" 6170 7185 N w ...J w/ 12"MIN. EMBEDMENT OX FRAME TO VGT w/(16)1/4'SA"303 WOOD SCREWS& HDU4-SDS2.5 W(10) 14N2 10 SOS WOOD 32 4r MUGTib wl(22) tOd NAILS8MT45 W!(18) a39; FRAME SCREWSBBA.T.R. 10d NAILS &(1)5W0 ATA. 4100 Q• V ',. BE' • Q A. FRAME TO FRAME (2) HTT5 W/ (52)166' 21;F NAILS 8 (7) WOe A.T.R. (SEE NOTE 44) 4376 5090 5005 8 (1)SB"B A.T.R. (SEE NOTE IN) N + ��+" • f-FNFP11 MNNFCTOFNMFW. �RJ Cc V T P �Frf��fiGS 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS wl(2) 12d TOENAILS. to Islk 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. m L E `u yy '� _ y 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #12"W TO TRUSS VERTICAL WEB W(2) ROWS OF 1W NAILS @ 3" OC STAGGERED. 5. MINIMUM AT.R. EMBEDMENT: 5" EMBEDMENT FOR I2"A.T.R.B"EMBEDMENT FOR 5/8'AT.R.B" EMBEDMENT FOR 7/8" AT.R c a 5 (`1 f0 cl 00 (IF AT STEP, DEPTH IS FROM LOWER SLAB). gc� 6. SCAB TRUSS CHORD w/4'43"29 SYPM(M ICH CHORD LUMBER SIZE) W(2) ROWS 10d 0 C FROM END 84" O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS w.€ L N oD EIP r* '* `0 I' LL MUCH AS POSSIBLE. �' , 2® W w m a! re R- 1-- 0] Ow ffi� s �� O MINIMAL CONNECTOR UNO ON FRAMING PLAN o'c Ln' W 7. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32" O.C. PENDING Ji n � F U® q� a VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/D3FOR MORE INFORMATION 2- Q cN Z O 0�A 4R ZZ3 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLS/ICF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T O.0 MAX. Y S198 II= 0)`_' M161 vOr = K�p7O w/(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT wF� P e#pp# LLJ CONFUCT W TA (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS F H Q 0 f a n @' 2 W (2)12d TONAILS @ as O E> 2 d y � o rn Q MINIMAL CONNECTOR UNO ON FRAMING PLAN i. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O'. ©: MINIMAL CONNECTOR UNO ON FRAMING PLAN r§m'S ❑❑❑ WWN,FDSENG.COM (1D C !2 Z N I- CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE ROOFING SYSTEM ERMINIEREDWOOD TRUSSES AT 2'-0" 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 8d 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 ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP. DRAWINGS ARE. TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL D METAL DRIP EDGE SEE TYP. WALL 2 x SUB -FASCIA SECTION = ALUM FASCIA 2X4 P.T. FASTEN T0. C.M.U. W/ 11/2- LONG T-NAILS0 2'-0" O,C. SECURE.J-CHANNEL 012" O.C. CONTINUOUS VINYL G.C. SHALL. VERIFY SOFFIT MATERIAL CAPAIf ITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" Z M w $ Z D c 6 v c � 3 n - y Z V) 0 8 v w `m O O W O V) c m =D dM V) U VI W N E r t L) M O + 6 DAMS HOMES FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV-1-job Information: O n.L 1 O lL z 13� I a JM N O C 4d � LL V) T-1 a) z M DO OJW� COD J m U) 0Lo Model Name / Number: 1820 V I Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-67r166 Sheet; O ROOF (PLAN Cn G r..()PY 0EC 31 2019 LINTEL BEAM: — 1 COURSE UNTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) 13 El El El TYPICAL SHEARWALL SEGMENT - ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 30DO P.S.I. GROUT ONE #5 &• LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB _..-., y I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. /—SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SPB FOR 2x6 AND 2xS WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 05 REBAR VERT. T EARING WALL HEARWALL RAME WALL 7 .U. SYP/SPF P.T. W/ " X 8" "1" BOLTS OR 2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TU(-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BR / HEAR) WALL T I N.T.S. #5 REINF. 20" MIN. LAP BAR 9 43 OR 44 REINFORCING ��� BAR #3 A 441 AP RPI IC ,� 25" MIN. LAP #5 STD. 90° HOOK #5 REINFORCING BAR #5 LAP SPLICE SCALER'=1'-0" 36" Mom. #6 REINFORCING BAR *-GRADE 40 U.N.O. #B LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2A4" 12" O.C. 1 2 x 6 1/4- X2-/ - 12" O.C. 2 2 x 8. 1/4" X 2AA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. N PRECAST � iLINTEL i (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN I FASTEN PT NAILER TO MASONRY I II / I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 12x BUCK DETAIL I N.T.S. '7RM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL O LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 CR - Base 8'-0" Plate - 3 Car Garage STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-4" 950 161 405 85 8F16 - 16 / 1T (mi n.) 2 7'-6" 2661 278 1624 173 8F16 - 1B 1T 3 4'-6" 6113 133 2707 81 8F16 - 113 1T q 14'-0" 1002 168 560 154 81`16 - 1B 1T 5 2'-10" 5163 770 3524 398 8F16-OB 1T 6 7'-6" 2661 770 1624 398 8F16 - 1B 1T 7 4'-6" 6113 770 2707 398 8F16 - 113 1T g 9'-4" 1843 599 1 1136 1 369 1 8F16 - 1B 1T min. 0 0 0 ® U LINTEL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS HURRICANE ANCHORS .a R®AR AT TOP MIN. rU REOD & CLEAR M.IL :' oRour •'A ' V, • '6 REMAR AT BOTTOM O OF UNTIL CAVITY BOTTOM RWNFORGNG }a/a•A.OTIIAL PROVIDED N UNTIL NARIEe) 9' NoMNAL WDTH TYPE DESIGNATION F • FILLED WrtH GRWi / Il . IITIFILLED MANTITY OF v REBAR AT BOTTOM OF LINT9_ GAVTTT 9FI6-IB11TIr NOMINAL WIDTH --I I� WANTITY OF W NOMINAL HEIGHT J R®AR AT TOP MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed Ilnteis = 6000 psl. 3. f'c grout = 3000 psl w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength -1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Feld rebar Per ASTM A615 GR40 or GREG. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.'. 7/32 wire per ASTM A510. 8.' Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structure[ drawings. 4.. LIrTIOIS are manufactured with 5-1/2" long notches at the 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 or exceed L/180. 6. Bottom field added reber to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stlrups are welded to the bottom steel for mechanical anchorage. S. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Lintel min, depths are called out on lintel plan. If contractor installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and Is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" beating.. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe (cads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load 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 height. 9. All safe loads in units of pounds per linear foot. PRECAST'W AT OPENINGS RESAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK-OUr BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FULL SOLID W/ (1) #6 BAR FOR ALL WINDOW OPENINGS S1-0" AND LARGER, 1 W/ 3000PSI CONIC. GENERAL CONCRETE FOR REQUIRED /GROUT SHALL BE FLUSH / WITH TOP OF WALL 10. STD. 90 HOOK —..- _.. _ ==®I1' EMMI SEE- UNDARONP SEE FOUNDATION PLAN FOR LbCATI0N5 MS01 BLOCK WALL REINFORCEMENT N.T.S. , c c C4 3 ONILrF,f� E c e+ iA N + Q B � % 'Z,FES�timO m `m MIR �+� �or�m tO pN #yak J# U E6 g" m !L �OnUNW �LL LL ... �NR;g �1yt W dam ` LL.D Ld o. y a Rya W Ileify in O W a a N v 3a1 p -- t� I" N 3: O 3 K F- @$ N a � 2e LTJ 0 soN a WWW.FDSENG.COM ❑ ❑ d w � � c N o % Z N) o Q Q 3 � a d — Z 0 o � /^INS, IU Q (6 Y p E M E 0 V) w c N c m o L/) I. Ce w O{00 o " _ 00 x R 0 N D� V LO09 a` t*AXDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ryo i M O a C LE TYP. BOND BEAM c g Z. 07 j C er-)I L O) 8"xa'x16"K.O. UNTEL BLOCK R a0-+ Q a M FILL W/3000 P.S.I. CONC. W/1 #5 DIA. in O LLLJ REBAR \ `,4�: INDICATES FILLED CELL FROM FTG. TO C W eL� • Se U M N BEAM WITH 1 #5 BAR MIN. m m O J LLJ ifl O °� J m (%i (/� 00VT LL K) Model Name J Number: 1820 . DOWEL MIN. LAP (ACI 530) MIN '�- o . Plan Issue Date: Thursday, December 12, 2019 rdQt a VT KA PROJECT NUMBER: x 19-6716 Sheet: I Of. a N m LINTEL PLAN FIL cr",qt ?nta l o 2x6 #2 SYP P.T. SIMPSON HETA 16 W/(2)'/2"W' EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. V C OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT •°', t\\ W/ WASHER. MIN. 6 PER TRACK TO JAMB.: • . 5e. •;: m (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o o fill BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB.TL o a SECTIONAL ® OVERHEAD „ 3 h DOOR CONT. WOOD P.T. #2 7 5 iii SYP 2 X 6" �! ': je'.'•.' ,..p. TRIM o •�• ••fir: o ••' •'"'f' e 2"x6" P.T. WOOD JAMB v ''"' o DOOR AND CONNECTION PER ;; CN GARAGE DOOR MANUFACTURER GARAGE SLAB o TYP. GARAGE DOOR L a TRACK MOUNTING DETAIL � B"Ii�,t,t,' 6 4 V ••� NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS .v "Ci;"` DETAIL - UNLESS NOTED OTHERWISE dry'` J�O � � Ok?.F MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. CD21 ENTRY CMU COLUMN/BEAM N.rs. E HER-0 00 �,�- W ��� m LL E! N E'a�a°,nc W rQ dam° IL Y° �w m t a d Z BLOWN -IN R-30 INSULATION PER FBC ' 'a° a F' O<= 5 a Z �•� BLOWN -IN R-30 INSULATION PER AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES y �' '�' �'" 0 3 ir w w S N o g K O y com FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 Y a 1 R Z A A N 3 m Q 12 WITH PERMIT APPLICATION , FIBERGLASS SHINGLES OR ' m a 'S E W °' a o O N PROVIDE BAFFLES AT EAVES SEE PLAN (FOR VENTED ATTICS) SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT o 8g P a O § E $ U FIBERGLASS SHINGLES OR PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING �' �'� wwW.FDSENG.COM ❑ ❑ ❑ U m -- o - n 13 TILE ROOF ( ) r OVER APPOVED UNDERRLAYMENT TRUSSES @ 24' O.C. (SEE STRUCTURAL NOTES ' FASTENED TO TRUSSES PER ROOF � m PER FBCR 905 1.1 OVER APA - PRE-ENG. WOOD RATED STRUCTURAL SHEATHING NAILING SCHEDULE) _� Z m o SEE STRUCTURAL NOTES TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF r TRUSS ANCHOR (SEE PLAN) r SEE PLAN FOR ra t n ` z Q o O NAILING SCHEDULE) _ _ _ _ f3RG. HT. .3 W a TRUSS ANCHOR (SEE PLAN) �) TO BE INSTALLED ON OUTSIDE 1/2" DRYWALL FELT PAPER OR • ° • METAL DRIP EDGE — s z o FACE �� P�--;X,- TRUSS PLATE (TYP.) FRAME FOR BUILT-UP +�' (n �' •� .'`•.%_�.. it _ — _ — _ _ _ 3/4" P.T. NAILER 2X sueFAsctA •af CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA (V�/i� N '� (10 -"-METAL DRIP EDGE DRYWALL (" DRYWALL CURTAIN NAILER 8tX 85 L6 KepacH. KEEP N 3/4" FOR SHEATHING END OF SUPPORTING BEAM. NAILED w 8d NAILS @ 6" s 'O 0 / 'W\ CONNECT ALL 2x STUD 2X SUBFASCIA CO 1 x 4 P.T. @WINDOWS WITH FINISH O.C. AND(TYP V) M TO TOP PLATE WITH (4) l6d TOENAILS SOFFIT,•SEE ARCH. 1 x 8 P.T. @ S.G.D. n „ O H W/ ( ) #5 DIA. REBAR & 3000 PSI CONCRETE ALL / / SIDE d'.� (TYP.) FRAME FOR COR o V) ~ CM f 6 U T N SEE ELEV. OO ;� ; °� NERS FOR NON LOAD C-4 E 1/2" DRYWALL SEE PLAN FOR HEADER SIZE PRECAST "U" LINTEL SEE SCHEDULE H a v e° v BEARING SIDES NAILED rr v. v V. v o. c , a, •- s o _ d d ; ''"i I� v < w/ 16d NAILS @ 8" O.C, .:a wo fill U y ° ° o d �~ �0 \ r i 0 rn Qon°�o am OPTION: 15/32" OSB EXPOSURE 1 ON O.H. 1/2" X 8" J-BOLTS '0 MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. (TYP.)4 COURSE HIGH 3 `= Mom.-M. MES:, ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE W/2" WASHERS i CMU BASE FILLED CONIC PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" f N w/ (TYP.) w/ (4) VERTICAL RENF w/ 16 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. A NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP '0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. M REBAR W/ 3000 PSI PLAN AI -Al OF COLUMN 6 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN „ CONC. ALL LOCATIONS SHOWN ON FOUNDATION " GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN &FLOOR PLANS a a r DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO ll, SIMPSON LSTA30 SEE FLOOR PLAN D PORT ST. LUCI E OPENINGS ARE INDICATED, FULL w/11-1Od TO BEAM FOR BEAM SPEC. Z Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON v J 12 ALL BEDROOM WINDOWS. x VINYL FRAMED WINDOW a ` CEMENTTIIOUS DECORATIVE WINDOW STOOL 11 W/ SCREEN i ; a FINISH 7/8" THICK PER ASTM n PER SPECS n PRECAST CONIC SILL ' N. C-926-98A N N 2X STUDS ( SEE FLOOR PLAN FOR PAPER BACKED FOIL R-4.1 u o u_ O a` F MORE INFORMATION). SEE TB13 OCK INSULATION AT CMWALL U BLN ' ' o 1/2" DRYWALL ON SHEET 6 PER FBC AND ENERGY FORM V EXTERIOR FINISH - s 0) FOR NAILING INFORMATION FOR SUBMITTED WITH PERMIT ! Ilk r (SEE ELEVATIONS) 0 a a N c O) c d R-13 INSULATION AT EXTERIOR WALL SHEATHING. APPLICATION = O ¢ M WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TIiEN 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND ACI 530 AB ABOVE SIMPSON HETA20 ' m E w \ ;n CLJ a) c m WITH PERMIT APPLICATION HD) w(2" WASHER AT 32" O.C. BASE NAILER ( ) w 10-10d TO COLUMN Al r , Al BUILT-UP CORNER MIN (3) 2x4 / $ / co co W000 BASE MIN. E FROM END -SEE W507 FOR TERMITE SHIELD SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN , , OR 4x4 POST w 2x4 UNDER POST ' / EACH END OF BEAM w m z ei (-� m ao 'a SEE FOUNDATION PLAN v� �-- o FOR SLAB INFORMATION OF SEE FOUNDATION PLAN FOR , NOTE: 2 X 4 P.T. PLATE m O J W � ro LL _ _TOP -SLAB _ _ - � SLAB INFORMATION _ _ TOP OF � �. BOTTOM STRAPS MUST BE � , � o J , ^ ' ^ V / ( I '00 I INSTALLED ON INSIDE OF L Model Name /Number: M GRADE I GRADE STRAPS UNDER PLATE. 1820 CLEAN r �y w b PLACE STRAPS IN FILL N o COMPACTED - • ° •• ,� J '°.:- ' SEE PLAN FOR CELLS w #5 REBAR :; ° r °' ASE �' / •° COURSE -SEE � Plan Issue Date: FILL'. T' ". ` ,• - ' Q - RE -BAR uANTITIEs .' �'"' ' •. ';• • "'' FILLED w/ CONC4 PLANBFOR -, 11 SIZE. TOP OF COLUMN BASE - Thursday, December 12, 2019 SEE FOUNDATION PLAN �y 16" FOR FTG REQUIREMENTS SEE PLAN ' SEE FOUNDATION 2'-O" AFF y . KA PROJECT NUMBER: ► 1 PLAN Y 19-6716 NOTE: DETAIL CD21 / S4 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T rn o IE Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'O' CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. s WS01 TYPICAL WALL SECTION 8" CMU 3/4" = 1'-O" a TYPICAL FRAMING DETAILS _ „ ' v ACH TRUSS ' OOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE U L EXTERIOR SHEATHING m ATTACHED PER NAILING SCHEDULE T613 ONSHEETISD ANCHORING: D TO TOP PLATE:R-13 INSULATI0N AT EXTERIORPSON SP4WOOD FRAME WALL PER FBCAND ENERGY FORM SUBMITTEWITH PERMIT APPLICATION 4 SPF (WHEN EXTERIOR WALL IS16” O.C.EXPOSED TO INTERIOR SPAC2 X 4 P.T.STUD TO BOT PLATE: H SIMPSON SP4 $ LINTEL ' 4"+ 3 .. 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT a BACK FROM FACE OF BLOCK @ 32" O.C. m FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL 5 0 '3 v 0) c rl WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-0" r N CI c I c-I PROVIDE 2x4 ON TO 3 RN��ss OF 2X8 TO BLOCK OUT 2 ROWS 12d @ �J%��p o ass G?' +•.y rr E TOP PLATE ATTACH W/ 3" O.C. • 5� '+.4 'sa L) (2) 12d NAILS O.C. TOP PLATE4 a QQ•,�� Qi�. ., s d STRUCTURAL SHEATHING (SOLID BLOCK W/ 2x6) ` : rytia 1;•) ` 48n r IZ ..=J x. 7/16" MIN. NAILED W/ 8d 2x4 STUD�Q COMMONS @ 3" O.C. @ PER PLAN EDGE & 6" O.C. FIELD RUN ` FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM OUBLE 2x8 a- '' + , E' • J NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS d ^"'as R •...., + ®a SEE GE05 FOR ��\ �`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE a Zt�r3(,"rF;E�ra++° STANDARD I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD o JLSt•4l4'14g GABLE END ��I �l� (1)SIMPS0N H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING 1� I ` TOP PLATE W Sd 2 1/2" x 0.131 NAILS (SIM. W/ 2x6 E `00 �I `�\ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 W/ 2 ROWS OF a _ 0 0 STUDS) . C4 I �\ �\ 12d NAILS @ 3" O.C. WOOD BEAM SEE `" 2 E � 2 N TOP PLATE TRANSITION PLAN FOR SIZE r, SIMPS0NHUC4100R(2) c Wa'=� (�j I �\ ♦ Z ��( HUC210 w8°2 ooNrn 4"' LL ll ` ` F PIPE OR DUCT w/ OUBLE 12d , TO BUILT-UP COLUMN w 2 E;'Lf Z W °m PENETRATION THRU TOP SPLICE . " E. e " ' a w ' L—r`A I = �� SUPPORT COLUMN BUILT-UP MIN. .. i a m c V o D. (3) 2x4'6 OR 4x4 W/ (2)-10d q��gy ,?ci '- W °' Lei + +I N TOP PLATE w/ MORE NAILS @ 8" O.C. EACH PLY c 4'C LL 5 . Uj � a ,°sc°.+=° D. W C I o THAN 50%OF TOP ROWS 12d ^ SH0WN AS4x4 10 �� 2X TOP PLATE TO I 20 PLATE WIDTH INSTALL @ 3" O.C. ' �, ( ) v Z Q ; w °� � Z z a GABLE END W/ 16d SIMPSON PSPN516Z ' °i 8-� W g 15 3 I M/ ,,,, ,� w(12) 6d EA. (2) SIMPSON TF0 COL. Y Lw�58 y"E� m m m NAILS @ 6" O.C. a W/ (12) 16d NAILS TYP. �" ,, m 5._ a M o m � ¢ 0 TOP &BOTT. �= ' "- �a-�= z °��°�A i s s '� 0 LL NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK , ; � CENTERED W/ (3) 10d NAILS ,r^ 2 $ L W a a 8 ij w + 'I + + OVER STUD WALL <.. ', Ea TO COL n 8 e t a O nt,-x TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. " 0 F -JI 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAYBE SUBSTITUTED W/ "`` 2 . ` - W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TIE BEAM WWW.FDSENG.COM ❑ ❑ ❑ TOP PLATE W 8d 2 1 2" x 0.131 NAILS '0 M UD PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED w 1 Z N SHEATHING W COVERING NOTE: N z m PLATE LENGTHS MUST BE AT Y /1 Z LEAST 8'-0" LONG. TYPICAL (W� = Q a07 J GEIS FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 8, V I a s = V z o `� c9 0 WQ) N 2x8 SYP #2 � �_ o E. TOP &BOTTOM E n 1�J c m ATTACHED W/ Q (1) ROW 16d 2x6 SYP. #2 9 �� c NAILS @ 16 O.C. RIPPED m m C 4 of L 0 N woo0 D �, U wo BOX HEADER DETAIL y 0 U w-1v * CRIPPLES MAY/MAY NOT BE PRESENT. n IF nNl v M 1 KINr. �-7/16" O.S.B. VERIFY HEADER ELEVATION m QIm -Lf�. 1 v JACK USED AT tA. Jlut Q (1) EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 8d !r INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) Gj/8" X 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED led COMMON WIRE NAILS ROWS OF STAGGERED 16tl— COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148% L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162",L-31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162', L=31/2")OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW N FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: VOTES CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4-DR. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d z 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT SEE PLAN 2x CRIPPLES @ 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON WILL 24' O.C. NAILS(TYP) W/ SIMPSON SP2 TYP. •�"i HGT. TOP AND BOTTOM 2-ROWS 12d NAILS m WF37 I TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG �r. �d. •r CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" ® HEADER PER LOCATION--,-,, © • s • C. TO SIDE & TOP EACH END TYP. 2x4 SPF CONTINUOUS I • • ••• ' :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• •• • SQUARE• BOX HEADER EACH END HEADER SUPPORT NO. OF JACKS & STUDS EQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EAEND EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 12" O/C EACH a * WHEN STUD LENGTH FACE OR 3-ROWS M IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" O/C FOR 2 x 10 OR GREATER HEADER @ :s O a TOP PLATE & NAILED tf TO HEADER EACH SIDE m LL FILL ALL HOLES IN DOUBLE 2 x #2 c � Lo � STRAP S.Y.P. HEADER W/ a Z c (D 1/2" FLITCH PLATE - 1 . 1 a0-Q <''> lOd NAILS @ HEADER. (U.N.O,) ■ ■ J 8" O/C TYP. e c m m FILLING AND BLOCKING AS c (0 i DOUBLE 2 x 4 EQUIED FASTENED TO a V m CRIPPLE STUD HEADER W/(2) ROWS o m 1 O TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS _ m 0JLU 30 o NOTED OTHERWISE 0. J /� /� CO LL vJ v� 1�40 rnVTModel Name / Number: 2 x 4 STUDS TYP. — SIMPSON HTT4 W/(18) ti c 1820 CMU 16d NAILS & A Plan Issue Date: EXPANSION ANCHOR 1O 'N W/ 6" EMBEDMENT U.N.O. o� R �rNr oR a 1/2" AT GARAGE a" Thursday, December 12, 2019 STEP DOWN 9c m KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS 19-6716 NOT REQUIRED @ BEARING4 P.T. 80T. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D j WALLS WITHOUT UPLIFT :2WINDOW OR DOOR OPN'G o Sheet: �-/� of: MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/z"=r-o" WF09 WALL HEADER DETAIL N.T.S. m `{/ TYPICAL WALL DETAILS U FILL COPTFF 31 zm *DIAGONAL SPACED AT 20'-0" O.C. MAX - SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2X OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR - OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" - - LL 8d NAILS @ 4" 0.0. WALL AND ROOF CROSS BRACING t "� SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR - ' '; BETWEEN TRUSSES @ 48" LOCATION) ''' �' , BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L Q EEFOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. -'- " _ END 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE = ;.. A THEN 48" O.C. AFTER. NAIL W ATTACH LBRACE w/ EACH 12d NAILS @ 4" O.C. c CROSSING 5F6ANGLE. GABLE TRUSS (NOT REQ'D4'- 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 o TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d w/ 3-12d TO CHORD (MIN BLO K/PLATE NAIL GABLE TRUSS a PER JOINT 1ST 4 BAYS) f� TO TOP PLATE w/ - 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS w z NAIL OVER X-BRACE AS SHOWN- 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 c .N W/ (3) 12d @ EACH TRUSS WEB E `v a NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE c TRUSS W/ 2-12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE Iq PLAN. SIMPSON iiz .9 w d TB01 TYPICAL CROSS BRACING DETAIL N.r.S. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS o CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 242d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ 3 BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS d NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE m N P. c x-i A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING T 3 E TS GE01 GABLE END BRACING N.T.S._ TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP `o m e'NElIIIIIITN #" 0 G.T. SHEATHING PACE s���pviN �+ z �• •�5 • ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 a a 9 (4 2 ' aL TOP CHORD WHEN REQ'D NAIL TO TOP CHORD vo TO PREVENT SHEATHING ACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. °��' '1•' ® 0 O MAX 24" SPAN (EITHER G.T o • SIDE OR BOTH IF REQ'D) m s s P .' u! pip® yP O AP��A'''••$S�Al (2) 12D NAILS RSHEATHING OOF MINIMUM (3) 12d r gOf AT 12" O.C. MAX SEE PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING *SPACED AT 10'-0" MAX E a m 2 l (0E g o- w $ gF00 PLAN 2X4 BLOCKING J �' Z NJ w B T m w N" `cVi o f HIP TRUSS ,'C_o BETWEEN TRUSSES SECT. A -A o h � P. c w @ 4 Qm.Na a 8,.sob'a W om._ ��¢ „ w J -'5 W C� a �� ° a a Z O« Z Z o �=d�B — ��«� a w TB03 HIP RIDGE BLOCKING DETAIL / N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL TYP ) N.T-S Y aW „2, O �N�Em� M190 mm s'$LL z Y044,'p m m m QNa@p <�Qa WL Ew@ o fN �+ 0: O $@a 23cwWc 6 4 C) J 2 y r @ M a WWW.FlJSENG.COM ❑ ❑ ❑ M Z N i, TRUSS NOTES: a 5- C Z 07 O Z N N Q o (D 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 ~ J (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z z o 0 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 / Q ANY ONE TRUSS. o N EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING 2. ALL BRACING (DB,CB,BB) SHOWN A80VE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 12 m w _U ~ W LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT *' E O o w O ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Q m I(�� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. s C d M \ / SEE TYP. TRUSS BLOCKING DETAILS a j.. SHEATHING m U E « d o a 3T04TRUSS 20 ALTERNATE m o N 0 ! fl • TRUSS SPACES DIRECTIONOWN = C d' O o Q, W w RUS A DAMS HAMS VERTICAL SCAB 2X8 #2 SPF -, O.C. * • W/ (4) 12d TOP & BOTTOM OR H5 SEE (2)-1 NAILS- FTRUSS a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL W PLACE OF (4) 10D SEC TO TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B G '� d 3000 GULFBREEZE PARKWAY SEE P LAN ouBLE TOP DoueLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES ROOF 0 2x siuD WALL gk w t DIVISION LOCATION: SEE PLAN `- d SLOPE IN / PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED W/ MIN. VERTICAL SCAB 2X8 #2 \ / \ \ 2X4 SPF BLOCKING / / Job Information: (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS SPF 48" O.C. W/ (4) 12d \ / \ BETWEEN TRUSSES / \ 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED W/ (2) MTS12'S REQUIRED @ RAFTERS GREATER a B THAN 8'-0" \ \ / 2x4 SPF BRACE \ \ @ 48" O.C. - NAIL W/(4) / Iu COLLAR TIE \ \ 12d AT EACH END &EVERY N m U SHEATHIN RAFTER rd \ \ ALTERNATE DIRECTION \ \ O a 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ c O m N cH TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY / / a' 7 LO t B TB 2X4 SPF W/ (2) #7X3-1/2" TRUSSES ` 0 M ALTERNATING DB WOOD SCREW EACH TRUSS OR HS @ 48" O.C. / / SEE PLAN _ LU Q N BLOCKING It- O PRE{NG. TRUSS \ / / a \ / C @ co d) STRUCTURAL SHEATHING C�CHORD T. FAT ALL THAND FRAMED AREAS TYP. HING AT TRUSS TOP/ / / 0 m N7 R M SEE PLAN FOR CONNECTION SIMPSON A34 OR U W 00 2X4 P.T. BLOCKING BETWEEN a TRUSSES W/ (2}12d NAILS @ DIAGONAL VT�D 2x8 #2 SVP RIDGE BEAM EACH END AT 8'-0" TRUSS MAX 2x8 RAFTERS @ 2'-WO.C. (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES B O m Q —ryJ� 'W^ ZD S to W V / V / Model Name Number: MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM Y V @ 24" O.C. MAX.W/ / 1820 WALL BELOW wl (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 10D \ / \ SEE PLAN / • •\ (3)12d EA. END (TYP.) - 0 c CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM N 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT aVI Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE a Thursday, December 12, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 19-6716 2x4 S.Y.P. s �. Sheet: Of: @ 16" O.C. o N TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N is ROOF FRAMING a AND BRACING DETAILS JEC 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. a SPA EVEI 6" 6n 6" 6" SINGLE DOOR N c SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES rn 3" 6„ff n 3" 3ntta! Aj - 3" 3" III III E I E 73„ 3" 3" 3' 3„ 6' 6' 6" 6' DOUBLE DOOR W/ SIDELITES S ;PACE :VENLY A AA DOUBLE DOOR SPACE EVENLY m svlge Rot Cask Save 7" pieces to use oa.a nom ■ i valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY UICAL WALL ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. 1 Is- 8 a" 1" SEA AN NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. vol Des* / O:: �dGOUsse -a- Coles 40,le fAO�'" ' yT ASPHALT BASED SEALANT APPLIED TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EMENDING A MINIMUM OF 6" ABOVE 6" X 6- H GALV. VERTICAL RISE OF FLASHING FLASHING WNT, AT KNEEWALL G" X 6" H GALV. FLASHING CONT FLASHING DETAILS FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUC BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. AS 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. 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 EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS W/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS :SHEATHING BY OTHERS CAULK BETWEEN FIN &Sd EEATHrNG EXTERIOR FINISH CAULK BY OTHERS O.A. WIWOW HEIGHT EXTERICA I®llllili 11/2" MIN. EMBEDMENT —18 WOOD SCREW INTERIOR` TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4a MM 1/4" MAX. SHrM`SPACE Hy-Lite installation incting an For NI Fixed Windows Will MountingFin Includes all of the following series: 625 1825 / AZ15 / FL1S / AZ30 / FL3e / VlSoo / V158o / V300 / V3W VT200 VT28o GO2000 I GB2080 I Prafte662 Prefte882 LH10 4" a MaAi Fastener 5padng — ( mM •Head and Sill) I" --+- ---+'--"-----a-, :.._ 6.Su.. Well Framing; #25pruce/P1MfFar i 1�IIIf #10-.-- e, 5aew Mind. nesa m Penetraam Glanig aeaE Maunnn, Fin-..- 6 i View Cross Section View Rmdxed VarldTw Mnlmum ; va - .,, ' Sdimne y' E#erlw ShaAtlilnp _. a._ -.a-� - Nora: We sdronD/YremmmmuJ the used ehsh/try erW/orflashhp tapes sntlah/pans at 8rsraC /n A57M E211 -al. NaWevxs�,duo to variation /n mtles mdWr/d/wp rype4 a hit up t4 the erM use, he debarsel a the proper ftARxaIWn of then, Hems. 200 z nsw9ing your n^rdnv, the bub'ole wisp may Le peaMd back for M>pedion, but phase rmsHrk [he wrap to hloC3/8m 2 QfnES 8nS 6't i+i'nage c¢isaJdbp N Wmpfete. until Sep 1 Measure b be sure the openlg H 'to 1/2" krya than the window sift both venially and ha vartavy. ' Yw MY wish as Pre draft the inNallation roles In the an of Ins ti frepTyumhad Apia, N am as amepremessaM4 Seep 2 APPIy a gansrous bead of arcane W Ore leadi4Me of the nroimting an. Use enough Snimne M suakyerdyfll all w bem+een the fln ant the all sheath . Shy.3 Iraaatthew davirdotheopmn gfamthesualde. ThewindowhMeWe iriskWand"outike",but W#h labebh seen ranovN, Me gazing bead should aWaYs be as the In ede Of the build; , Sep 4 ]thrall shame under the sin, adjusuVg dam unN the unit S plun10 M Me opening. Stems should be installed under Me 01 every 2 east. The wandi shpuld be basically casteed In the Opening with no mole Man 1/4" gap between the wkdDw and wall hamM . Sap S Install a#10x1-1/Ysuew 4"hom the m!np of the an at each end cf ne lead, sill and blab lambs.. Step Imtan the remaining farmers in a-Inraemerds fromthe oxner straws is the mW of ead, acre member. Use carenot 0owr- n9hten the wawa and Pull them Mmt* the an. AND, make sure the Svttx W In Might And do not muse the home to bow. Wan handle slaw o be a'Mi n an of #2 swureJPlr eYm Fasteners should be#10 suews of sufident length Is AdAsye 1-3/a" Panstlatkin, Into to wan and m less ban 112w from edge of ha FastaerMaxine; needed In each side of frame to achieve a n of Fferte Member 10- ]9" 26- 34" 42" so- ae" 6s" 7,r a Numbaaf Faeaers 2 7 4 1 s 1 a 1 7 8.1 9 1 10 11 1 12 1 17 7 Rainow Cieess sl ssiss Mane wr nx, a,M the on ad 1 for hole, a xos. Use ,sax Is fill my wxds. Step 6 If desired, a foam Nwdnon can tie appllM ro the ;Mena gap berween Me wlntlsw and wall haming. If filed, ddansaAbe e/e MOld ffPAA!DIfG 'lPf fO{.Ai. SBwswindows Step 9 Sinn e are "kallyused In rooms un Ngh Maeese, la; Oaalax na, it N emmmended Mat ,a arena gap between the window ant wall Naming alas W staled with a0mre and tailed e, as s, to Mledae wM the imtanonon of wxnbsaM, Nle a Mm, Step 10 once all 0xSpup1gn Is complete, AMft the wbma wrap fan the bslde and wslde of the wMday. If noes any, dean Me No&s with a MW ItMa and "arm water using a soft chth. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method A roval # pp Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO %ff-rid FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. a vent" " F EDGE A E PI L MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTSHVHZ UNDER -AYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH .1 FL1720 2nd Choice I I 1 .1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546A 2nd Choice +30.0/-32.0 CLOPAY 73W6 g x 7 FL15279.36 Swing Doors: 1st Choice +67.0 /�7'0 THERMA T U-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL R20461.1 2nd Choice +67.0/467.0 THERMA TRU-CORP. FLUSH FL20461.19 I- FIBERGLASS OUTSWING BE ATTACHED WITH 3/l6" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2046 .2 THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 Choice N.A. N.A. n SHALL BE BEYOND WALL DRESSING N.A. 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. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS picture window SUFFIENT LENGTH TO ACHIEVE 104" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions" • 1st Choice M1121 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k Horizontal MINIMUM FL 15804.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 4 i,6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10' O.C. IN FL16503.4 R-3 TILENGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP ifi"-20 MALE PANELMATE W/ FL16293.1 46 PSF TNT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. B0170M'A".20 SIDEWALK Panels BOLT w/ POWERS CALK -IN 1 have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: A. # 87864_ a (v v C, to 00 �R V � *V41, at 4k � Z m N 0) lL LL LL .P 3v N ` camas �in p C _ Lill�♦ _R-� LL. v a'"-�m Ili i u 4. L42 Z i O m H a 0 Z 3 Z 0 $« ,N/�'�amto N�EM.. to o mmm 2, t i Oct MA -s � 20 LLI 8 all o 11: O rn 0 J U N r' B'a WWW.FDSENG.COM ❑ ❑ ❑ o N o w zN wI 0 m W z o `° m � nz L J lam' 3 a a m s ° Z o ^ `Q^)' c� a 0 - 4 I N m h 0 W H d W V) tn Z) 0 in ir0 ) U ` w o 0 00 1— t 00In .i AJ`•` c c [rDAMS HOMES ;n FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: is PORT ST. LUCIE m Job Information: us rn 'Ayr/ Mii. GO a z t° a c CU W N a� Q v m \ y o r � M z CO rob Q J W 8 o -j CIDL` Model Name / Number: 1820 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-6716 Sheet: ^ _ 5 Of: REFERENCE INFO UEC MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH '-�., RESISTIVE BARRIERS WEATHER RESISTIVE ;- SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING /'WEATHER TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior i 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. material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior TAPE `� - EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING 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 net limited to, veneers, skiing, exterior Insulation and finish systems, PRODUCTS DETAILS architectural trim and embellishments such as wmices, soffits, and fascias. WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND vsee"ae"wixoowl OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved Water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches d / BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the d SELF -ADHERED FLASHING (SEE DETAIL WP07) (,I' requirements of the exterior wall envelope as described In Section R703.1. 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 INSTRUXTIONS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold u & temporarily secure weather RIM JOIST Grade D paper. The Individual layers shall be Installed independently such that each layer provides a separate P P Y P P Ye P Y Y P P resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain to the water -resistive y 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of instructions below: barrier Is directed between the layers. s resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers 3. Fold weather resistive barrier back over head flashing and 1 10 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to c seal with tape 2 O O 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially 2 2 3. Self -adhered flashing can be substituted for building paper nonwaterabsorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, a Scale: NTS R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of = SELF -ADHERED FLASHING embedded in the adhesive layer) -for ease of installation and to minimize water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes SELF -ADHERED FLASHING �p� SELF -ADHERED FLASHING itY p g FLANGED WINDOW W P 01 EXTERIOR DOOR WITH DECK - SECTION A V V P 02 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER W P 03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. �. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 73.4. The flashing shall extend to the m EXTERIOR SHEATHING RUBBERIZED ASPHALT surface of the exterior wall finish. A RUBBERIZED Minimum) o Approved corrosion resistant EXTERIOR SHEATHING � 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE PP sta t fleshings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 6. Fold as shown by arrows *5THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. 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 ht to comer exterior wall finish or to the water -resistive barrier complying with Section 703,2 for subsequent drainage. 3 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings - 0) LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: COMPATIBILITY p RELEASE PAPER E N 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed In the ' SELF -ADHERED SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where S EXTEND A MINIMUM 6" RELEASE PAPER To EXPOSE FLASHING VERTICALLY FROM ADHESIVE AS SHOWN) flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and o `y BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the 3 THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall `o d 2 s ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. Y o N NECESSARY IN CORNERS THROUGH a 1.2. In accordance with the flashing design or method of a registered desk SECTION -A SELF -ADHERED FLASHING g gdesign professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. 5 FLASHINGERED O A..., 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 ord E `�v\ 2 FMA/AAMA/WDMA 400. ' 2At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 5 sides under stucco copings.. SELF -ADHERED FLASHING a E NAILING FLANGE 1 O 4 3, Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER BOTTOM NAILING 2 SEAL TOPS OF JOISTS UNDER DECKING 6 4. Continuously above all projecting wood trim. m E i 8 (SEE DETAIL WP07) 2 'B ] 0 8 9-€ A N O W FLANGE S. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood -frame construction. o F t -S gg � "00 N SELF -ADHERED FLASHING SELF -ADHERED FLASHING C SELF -ADHERED FLASHING p ��++ 6. At wall and roof intersections. H $ m" Z W8,0950 8 "o q50 � � J HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WPO5 WPOV y`°� z WM" ddLL INSIDE CORNER 7. At built In gutters.; I.. d "m z x $aIIf W aiv `o a SELF -ADHERED FLASHING'„ " �'.e.� Canna Z D_ v a w W C m o a W W DECK PROTECTOR ., "' N flgac q"No 3 Z o _ SHEATHING ^� @��»w C'3 N.e s`'s W 0 0 03 EL 7/8 Cement Plaster c gar _ N a M m d g< in accordan Ln ASTMC926ce with in accordance with a W IT o ¢ o �= t 7/8" Cement Plaster v T sa a B. SELF -ADHERED ASTMC926 o gaga O J FLASHING PATCH Felt backed metal Felt backed metal A "s WWW.FDSENG.COM ❑ ❑ ❑ SELF -ADHERED FLASHING lathe In accordance v 0 o 'O r with ASTMC1063 w th ASTMC 063 m Z r- m DECK PROTECTOR accordance n`' m o r ! Building Paper Building Paper Y Z m 1 7/16" O.S.B. 7/16" O.S.B. DOUBLE ,�^" ,'', sheathing Id �'. sheathing SINGLE JOIST JOIST - SELF -ADHERED FLASHING , ' Metal - Keep top edged - " vt r, of wee screed 1/ 2" below top of �o, SELF -ADHERED FLASHING j ' Flashing � P I W � '� 3 1/2" block a 3"MIN 2 Unperforated 10 ln' `)0 - N ut�a g Vulcum - c .2 4 Flange 7/8" cauk bottom OWeep Screed 2 5 joint only Maintain w 000` N Metal Flashing v O i Bottom of t i;- SELF-ADHERED FLASHING A / P 0 SELF -ADHERED FLASHING W P O A APPLY A LIQUID FLASHING WITH HE MAION OF THE BUCK/R OM ENDATI JAMB, SILL) IN W P O ^ Weep Screed Flange eg ' .. L) a 0 , Q_ \HO.8362x;DECK JOIST Y V OUTSIDE CORNER a ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE y 1 1/2" to 2° 9 p Screed U O o of Above Roof 1/2" Cemenhtious N a 0) o a Qum j Sheathing Decorative Finish A DAMS HOME So • • o, All inside and outside corner will m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FJCTNtERION WINDOW UNIT ° need to be miter d 3000 GULFBREE2E PARKWAY Cement Plaster cut and caulked all c butt joints need to @ BUILDING PAPER GULFBREEZE, FLORIDA 32563 SLOPE in accordance 9• ° ' becaulked usin m SLOPE 0.3 in: 12.0 in SLOPE with ASTMC926 Vulcum caulk for all DIVISION LOCATION: 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in : 12.0 in over wood 2nd16 (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor PORT ST. LUC I E E Job Information: u. SELF -ADHERED FLASHING m WIRE LATH SELF -ADHERED FLASHING EXTERIOR o r a CEMT. FIN. BUILDING PAPER m O a) WIRE LATH tf 1/2" Cement SELF -ADHERED FLASHING s L` d 11 Plaster Finish 8 c rn Block m WIRE LATH 2 1/2" Perforated a Oc LL BUILDING PAPER ,, Flange 1/2" Weep H > to BUILDING PAPER Cement " " o Screed m Z m 00 a Plaster u' _ J W coo 0 over block EXTERIOR 1st floor a _J m 0 0 0o u WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge Of weep screed 1" below 182� finish floor oV1Plan Issue Date: N OPTIONAL DETAIL Thursday, December 12, 2019 3 a 2 w KA PROJECT NUMBER: 3 3 ONote: 3 The building paper and metal lath v 19-6716 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�� must be installed over the top of �1 WEEP SCREED DETAIL sheet: Of: CEMT. FINISH WINDOW HEAD =WP1 CEMT. FINISH WINDOW SILL V V P 11 CEMT. FINISH PARAPET WALL V V P 12 the weep screed. SCALE: NOT TO SCALE N W P L s WATER PROOF a DETAILS IIEC 312019 4 bath duck to roof cap w/ 70 cfm tan 25 SH 25 SH PRE CAS 80TTOM @ 6'-8' \ \ EGRESS EGRESS BEDROOM #2 LANAI OWNER'S B E D R M 12x6 1 AUI TED CEILING VAULT CEILING "IVAULTED CEILING 115C m m 12x12 rag ` 0 4'-10' IO' 1'- 12' 4" 7„ H2 DBL 25 SH 2668 1 2868. 4x8 1 wcd z' o" 190 _ 8 CLG. -�_ I ap On CHANGE TO 25 SIT - - w/. F/P OPTION AIt FIREPLACE OPTION 16y618 :rag w s N BATH � � 16x16 rag W N „ 4 bath duct 80 1 14 14 rag to roof cap �� o FAMILY ROOM M z sa v, 1,1 _ w/ 70 cfm fan Y 10' CEILING 7_0' 12x6 1wcd 1,0. `- ` 'x15 WA.I vTR j 145 16" WIDE PLANT. LED @ 8'-4,.. F. 10x1 - A rag s 7„ BEDROOM 10x6 1Wcd AULT D 10x6' QCU o 50 in 100 2. 8.. 6 4, 0' W 14„ Z OWNER �_ N Z 1 wBATH z< VAU TED CLG. o a 5068 . '.,. 8' CLG A C WALL -- 1i R /1 SH D/W RANGE/ P OUH PLATFORM DBL. HOOD iNK FO HUA.C;;UNIT - w iv - �24Xi tg. '' X'E IFY SIZE WITHML N�: UNG ROOM ITCHEN - VAULTED CEILING 12x6 lwcd 7,• - LTED _r?LG 14x8 1 wcd = N 180 x 200 N 't m VERIFY L a-, ._ NDDi� r. : LOCATION BUDDER 9„ 12x12 rag A N 3 VAULTED cLc 4 10' LG. $x4 .wedN 8 H G.T. I8EBB Rating v Cz CID � t6 W LU � Q w Cn z W 0 0 W U Q O < J�-+� C) � W (D Q 00 \0 0 N O` m w °• •• > z z ® LU Q m 1— Q —1 0 D Q Cr mELJU)oo Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. lFw E COPY�Ec, zUt