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Home My WebLink Aboutbuilding plansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BATTING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53413) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP 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 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M505 ON qpA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SILI 7-10 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. I. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: MATERIALS EXPANDED METAL OR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS A7TACHE E SHALL OF CORR0.�ON RESISTANT WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11IT' LONG. +� GAGE NAILS HAVING A 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 LOFT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/38" HEAD, OR 7/8" LONG. 16 GAGE STAPLES, SPACED NOT MORE THAN a INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 201.7 FTiC R703.711. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN R703.7.28. PLASTER. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER SHINGLE METAL TILE HEAVY _RMEABLE BARRIER. THE INDIVIDUAL A SHEATHING, SHALL INCLUDE A WATERa2ESISTIVE VAPOR-PF WOOPB SEAS I. ALL EXTERIOR W000 STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) OP T CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER-RESISTNL BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER of THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 30 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 H R703.4 FLAS FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 0 T T E CONTRACTOR'S SI E T STEEL. I IS THE RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SEX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE SO - INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fo=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) 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 +/- OAS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT !s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 e 50 (+) 24.8 M 24.8 O 1(-) 27.1 (-) 31.1 s Y 5 + 23.4 + 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'•O" x 7'-O" 16'-O" x 7'-0" (-1 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 4'.0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 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 o S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS v M-1 HVAC vtiSl is i)rtt r N o i 'e�0 • rL Of;.' 7�tin�0 s I ) ilt tttrprl v m l7 4t1t`6 t a U � v g c m E g � a cc Cq E b U rn Ii ere PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(Psn SEE FLOOR PLAN FOR ACTUAL PRESSURESgg� mNfr 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BOTTOM CHORD DL 5 (PSF) '�' J3 a Wi W STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING �� W -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 1-� n W w 6 m g ¢ 0 O 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: Y ;..•' d ��i m m m WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 3 ga Z a A p d 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) it o Ln 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) ° g W THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 3 0' ❑ ❑ El1- YNM'.a)SFNG.rx1M LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) L" � 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) m o SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z N AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) ro g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) '" z •o S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) $ Z D SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) $ Q STAIRS I 40 (PSF) '3 a UPLIFT CONNECTORS FOOT NOTES Z g $1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG O aTHE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A Q) NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. ; o E E Q w o FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: o �� 1. MISSED'J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Englneer listed In the titleblock of these m U w N E 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 = 0 g 8 :j I��'" 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 .@ '. _ m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U �� 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 ¢ o en INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTAL. the commencement of any work. The Deslgner/Englneer are not Q'm DUNG BOND BEAM POUR CONTROL OF CONSTRUCTION SITE PRIOR R EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer /Englneer prior to ® DAMS HOMES TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the "� 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) aA"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7ylOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality .W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 114' x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager r r imbursement immediately. rl nglnee arges PERT- OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Englneer v 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Deslgner/Englneer. Payments will be made In accordance to the a terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H75 w/ (26) .6PORT ST. LUCI E 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 VI Jab Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 8 m MASTER REVISIONS o DATE DESCRIPTION Q ffLA DAMS HOMES w y 0) R Of Northwest Floridan E $ � N N No rl LO m M L a 2 0JLuZ) chi oLLJ W VJ V) ♦ Mdl Name Number: 3000 �UB�EEZE PAFRKAY GUSFUI��EZE, FMA c5019`3 1820 EVIEWED FOR s ♦ FPIan Issue Date: Thursday, March 19, 2020 CODE COMPLIANCE c ST. LUCIE COUNTY VI KA PROJECT NUMBER: BOCC s 20-1839 MODEL 1820 n Sheet: Of: a N FILE COPY 0 COVER SHEET I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN N 16" (2) #5 REBAR FM01 I SINGLE STORY FfG REINF. SEE PLAN F.F. X — I 8" 9(11#5 REBAR (') SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION I OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. O'-0" W/ (1) - #5 BAR CONT. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LEIS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. o •( 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO REINF. N "• W/ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FTC SEE PLAN .. ♦ DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. _- (2) # 5 REBAR 4 CONSULT W/ MANUF SPECIFICATIONS PRIOR TO POURING OR 1/2" =1'-0" 1 FM02 I SECTION @ GARAGE FM03 ITHICKENED EDGE I 1/2" 1'-0' (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF _ RECESS &PITCH DRIVE tOv 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 31 - #5 GONT. JOINTS 10" O.C. TYP. 16" -(2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2" = 1'-0' ///��_2x BRG. WALL 2 STORY: 20' X 20" / (SEE FLOOR PLAN W/ (3) - #5 CONT. / FOR MORE INFORMATION) I REBAR FM11 I STEP DOWN BRIG. SEE PLAN 1/2"=1'-0"I FM12 I STEP DOWN NON BRIG RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 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 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL. TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED = 1'-0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF_ 1/2" = 1'-0 SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4'x 4"x 16" ¢ w SEE PLAN ELEV. 0'.0" WITH CURB 0 N TYP. SEC. (1) 415 BAR CONT. le 1,- (G.C. VERIFY) ;0 I I Z ` REINF. iD , `, • , 1 ` _ ' - - . •, F.F. (SEE PLAN) 2 #5 CONT. INSTALL LINING 0 2 #5 BENT BARS W/ MATERIALS PER N rn MIN. 25" LAP SPLICE FBC-R P2709.2 •° ' ` ' MUDDED FLR. MIN. SLOPED TO DRAIN #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" =1'-0" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: - REINF. THE REINF. BARS SHALL BE �#5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" OD #5 X 25" X 25" - CORNER BAR ONE N FOR EA. HORIZ. iv , REBAR, TYP. U.N.O. "• (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4' PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. MD PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS �674# 6'-8" >2'-O"-3'.4" 10" 10.. 20" 24' W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32' W/ (4) #5 BARS 845# 4',0' >4'-0" - 5'-4" 16" 16" 48" ` " W/ (5) #5 BARS CON1T. 1162# 2'-8" S' #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL I' INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHART ABV. -MAX. F.C. n „ SPACING STATED IN SCHEDULE SPACING (O A A" "' ' 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W.W.M. TO BE TIED TO #fi BE ERT. F.C. ABV, FDN, WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND (1) #5 HORIRIZ. CONT. TIED To PER PLAN SPACING 44 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO EA. VERTICAL REINF. BAR EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 TURN BAR 0 STEM #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION 4'-0" CONT- TIED 70 : s '� ' 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK TICALRORIZ EA. VERTICAL REINF. B EA. VERTICAL ° r FILLING IS TAKING PLACE RN GRADE-8" MIN ; : + V .c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" „ TO TOP OF ',I ;-'. . „ "= 18.. h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" STRIP FTG. ° ° _:° ' : '" ,C, TALL (TYPICAL ALL CORNERS) COMPACTED CLEAN FILL ( -°' i " - 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" LIFTS ° ° ` TO BE A MINIMUM 12" BELOW BOTTOM Of POOL OR WATER FEATURE. STRIP FIG. W/ QTY OF "MIN. COVER +SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. REINF. PER SCHEDULE G b S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE I NTS FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ib5 F1.0 1 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 FF2 0 2'-0" X T-W 1'-0" S #5 E.W. BOT. 7200 F2.5 2'-B" X 2'-0" 11-0" 3 #5 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'=0" 4 #5 E.W. SOT. 15000 F3.6 3'6" x 316" 11�D" 4 #5 E.W. BOT. 21500 F4.0 4'-0'X 4'-0" 1'-0" 5#5 E.W. BOT. 29WO F4.5 4'6" X 4'6"JIA' 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5' -0" 6 #5 E.W. BOT. 42500 Fb 0 6'-0" X 6`0"7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINOLE-STORY FOOTING ® -INDICATES TWO-STORY FOOTING -INDICATES CONCRETE FOOTING 60 'a r` a ro OD a ;o in 0 r` COMP. UNIT a HOSE BIBB L�J 1 ■ ■ ■ I _________________________________i ■ HOSE i i O FM03 FMOl BIBB I FM11 3 3 0 , IU , O "-I w , , I I Q I F2.S vl F2.5' ff tz O , o , o , I � ' STEP ON. 4" I •------------ --------------------------------- , I , , , I FM11 3 I I I TUB ' 'I W.C. UNIT LAV. LAV 1a � jj 1 �-IOLAV N y 2' 8" 3' 1" 1i 11" L,L JJ N I N 11' 811 \� , i' W.C. TUB SI'PYLES VARIES I VERY', DRAIN iI Q i I LOCATION a ,SHWR 2. 2" 12' 10......... ` 24, S" , I SINK`:. , 12' 11" , p ROVIDE CH_OE "� i ' FOR HVAC UNIT , ' VERIFY LOCATION I I 0 I ' I ' � FMO ' 1 , �w�l I I FM01 ' '---'------------- " ----------"H I tl WASH �----�H-------------• I ---'- I , tL J00 '� I "H N _ (� STEP DN. 4" ;VJ. H. I FM 12 FM11 [� I re- , , w , FM02 a z IJ Q ._ •____________________• , 3 nIx ' , STEP DN. 554" 6' 4' O C.J. ' caxi doaWp'F II, e 3' 8" 7' 0" 2' 8, " �MO /-.FMW09 ------- F2.5 ■ 4" M303V N____ (2) #5 BARS W/IN EACH F.C. TYP. 0 EA. 16, 0" SIDE OF OPENING FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS FILE ToPa S #A'N �No g78gA S ptELU P; m .FL O 'Fill O roro U C iN 98&LO� ■J3i.w N LL ' 'S W W 'N '1 a � �y415 Zz Z O_ W5§# �W��_O 0T o-Pang WU ` wwW.MSFAG.GOM ❑ El m z W zIN I- pp O Qyo Z o 6 a Jo 3 a r a — Y C Z Q .- Q) y p .'J�L�• W O Eo E �O m w 3 —♦ � � mM a � N w 12 N E I, CN ili o.Q DAMS HOMES v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE m � ♦ I Job Information: s uD 6 o r m o Oo Y !1 C sH w LO CO�A m eH li') O N N m z M>� W M La LLJ Z) m o O-1 W VJ V U7 u- Uj 091vi Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, March 19, 2020 v VI KA PROJECT NUMBER: s 204839 a ar Sheet: /'� Of: � 3 N FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING &RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 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 - MOOD 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 m 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL 1FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 1 1/2' VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR BIBB ' -0INSTALL FAN BOX PREWIRE INSTALL FAN WP Q OX PREWIRE GFl INSTALL FAN BOX PREWIRE ------------ - ------------ —-------- — ------'--- I , , I , CM CM '4 ' II o GFI ,� I a ' I F I o , - L GFl I \I __ ,-, \ — ------ ---1 ------- -- ---- `�'' id, , •\\ FAN I- -I INSTALL FAN PREWIRE I 1 BOX PREWIRE , (PP�. -GFl------- GFI 20 I IGFI GB ----GFl, i O - - ISP - - - - - - - - - - - � 220 r MICRO/ FOR D/W HOOD �)I / I I I II � I I GFI / iCEN.OFWALL ci -0 �' Z I � 3 VERIFY - - - LOCATIONWIP �' I IN FIELD ' I 1 1 DISCONNET(220 :G, Ir it ` rr I GFI * \ GFl dd LI \ GFl @ ELECTRICAL PB , W.H. 220 42" AFF{F,, PANEL ' t111 , , QATTIC ELECTRIC / _ I ¢ a IF - - - - -CODE INSTALL FAN xo w N ^, BOX PREWIRE mwu // I U Z O Z Z I 1 ZU aoQ �, I Ga.V zzoo / Lu ¢ LL w DOOR I IJw w CM µl T , BELL I ' w wp >� GFI WP o m a o GFl 42" AFF GFI 0 rm y w FOR GARAGE I w ¢ w M o DOOR OPENER „ (� mOC \ „ z inoco \ NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND , ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION ' COACH FOR TRIM. / LIGHT HOSE / C SIBS COACH— - - — - — - — - — - — - - ---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 R314.1 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 OFTHE 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 B5 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. 1.3. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF 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 ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT $4 FOUR-WAY SWITCH / �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n u-n - -n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET It GROUND FAULT INTERRUPT h Ji DOOR BELL CHIMES (ib WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N� T.V. CABLE OUTLET 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 y� BATH FAN W/ LIGHT C INTERCOM SYSTEM YY ® 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 4/0 ALUMN, IN T CONDUIT METER MAIN DISCONNECT 2D0 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE Ily NTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. F DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 115gg Q �� FlR 0 Q�P1Y �y .5 m3° Spa SEl� Z r WINN'.fDBENG.O M OI m (W�l zn z " /I z o Wao J � — �QQ z ^, O 8 )ro yw W F WONlliiwiI W � m Ln mn 10 W O p ti ~ " iz U N� Q rnom 490WA\nAM4= LAN IFLORIDA CONTRACTORS LICENSENC 3000 GULFBREEZE PA GULFBREEZE, FLORIDA I PORT ST. LUCI 1 V I Job information: li 0 Z LEI N z o-1w' JmCnl IVI Model Name / Number: 1820 I V I Plan Issue Date: Thursday, March 19, 2 g ♦ KA PROJECT NUMBER: Y Sheet: 0 N 20-1839 FILE COPY ELECTRICAL F VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = not sq Inches of venting needed equally for Intake and exhaust BEARING @ ENTRY FIN_ TOP 2F BLOCK e? FIN BLOCK_ N r 12 2 SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48. OFF RIDGE VENT a OF FIN. FLR. DEL 25 SH 1EAD HGT m N TOP OF BU 25 SH FLR 40 t0 W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" 48' OFF RIDGE VENT Ei 33/2 SH 48' OFF RIDGE VENT m iD DBL 25 SH FIN. FLR. Soffit product provides L12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 1115 Lineal S.F. provided by plan 209 48" OFF RIDGE VENT ® 6 TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FLR. LEFT ELEVATION "B" SCALE: 1/4" =1'-O" b oD UVtNHL}+U Uvvn S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING RAISED BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" 111 1T ! a .•fit: (`_' ' '.`QP uli4 C7 '�N Cw .•vG e '�'r llo U1� NJ �• C,SPC r�..n� •y o mro It yr._§� m `� N W C 25w g- F n pNp 00 Qo-�$e ,xJt J# �m1 2 Egg, (a (I�N�6 Y- LL LL. 0 8Bg'� 0 v' , LL w o Ell g Q 0� '� o. a¢ Zayf.°s Z Z 0 'rTi'6 3 ¢ MILI! mo m C OJ C aci w o a wo o W U OF � a ,a, Pg a w� w .FDSwG.coM 1111 Cl S v Z N O Q Z M O Y Z� � Qo A a� 3 V I 9 — Y v n c Z o W 0 u E U N r m f0 m U mNE W O O .0 "F -500 = N n U �o ° 0 V r[0r 7 Y Oi vi Q W O OU 140 ® DAMS HOMES $ - N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULF13REEZE PARKWAY QULFBREEZE, FLORIDA 32563 a r DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 w to mn e 3 L u q z > m m 'a 0 J LLI 0 LE J m (/) Model Name / Number: v 1820 oVI Plan Issue Date: a Thursday, March 19, 2020 VI KA PROJECT NUMBER: 0 20-1839 a m Sheet: 5 Of: R FILE Copy ELEVATIONS U SEE DIET. TB03 G.C. TO PR( BLOCKING W/ APA RE( FOR SPAN F 7/16- OSB SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHINQ THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. 161- W O CONTINUOUS BOTTOM CHORD v BRACING 2 X 4 MIN. SEE DETAIL TBO4— — — — "X" BRACE SEE )VIDE DETAIL T801 a 0 COMPLY— :OMENDATIONS — p ATING OF 0 DGE — — — DETAIL Q — — — J 4 ¢m Qo 4 O a i 11 i TOP & BOTTOM CHORD GABLE END BRACING 0 —' 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. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 Ff. O !------------------------------------------------------------• I I 4 Fr. 1 I OI �) O 2 1 � 2 ,' I 5 FT- 4 FT. 0 5 Ft. 4 Ff. 0 O O ------------------1 ------------------------ 1' \n2 O -----4FF. ---z---------- O O O ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6' O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ Al' O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER NOTE: Vol 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/10 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 1NOTE: MORE THAN 1/8", STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHINT3 W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32" OSB (2)- 2x TOP PLATE 15/32' OSB EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING III PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF /g^ 18, TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I 4" I S /2" W/ (4) 8d NAILS I s 1/2^ I (2) 8d NAILS @ 3" O.C. S /2" ALTERNATINGS STAGGERED SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPAC JL191 SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TBi3 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. - — — — —jr— SOLID 2x1 II III II II BLOCKING @ ALLIII SHEATHINGEDGES(SEE j 0) SECTION X-X) 0Z III OPENING III II — —I III IIII itII II 11 I II II II II II II II I II II II 1 2x STUDS w LU BEYOND. N SEE PLAN 9 I I II II 1 1'', it II 1111 6_1 W 0 U Z w (�F 0. LU a w Q y J W I=, ~�-Ow O°M Q n m L. Er a wOpt O W � Uj X - SHEATHING VERTICAL I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN TYP.AU C CONNECTOR SCHEDULE FOR: ADAMS HOMES- 1820 ELEV B TRUSS ID BEARING TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1-CS, CIV-05V, E7, E7V, L/R -307#or less HETA16/PER TRUSS MFG 1810# (9)10dx 1-1/2" E7VP, H7, H7V CSP, E3, H3 L/R -246#or less H10A/PERTRUSS MFG 3040# (18)10dA 1-1/2" A01- ACE, A09, A10, D02 L/R -804#or less HETA16/HETA36 1810#/1810# (9)30dx 1-1/2" (9) 10d x 1-1/2" B02 L/R -694#or less HETA16/H10A 1810#/1040# (9)10d A 1-1/2" (18) 10d x 1-1/2"' 1810#/ 1040# / (9) SOd x 1-1/2" A11, Al2 L/M/R -932 #or less RETAIN/HIbA/RETAIN (18) 10d x 1-1/2" 1810# (9) 10d x 1-1/2" 1810#/ 1810#/ (9) 10d x 1-1/2" B03-B05 L/M/R -655#or less HETA16/HETA16/H10A (9)10dx 1-1/2" 1040# (18) 10d x 1-1/2" (9) 30d x 1-1/2" A07 L/M/M/R -715#or less HETA16/(2)MTS12/(2)MT512/ 1810#/1980#/ (28)10dx 1-1/2" HETA 16 1980#/ 1810# (28) 10d x 1-1/2" (9) 10d x 1-1/2" (10) 10d x 1-1/2" A08 L/M/M/R -1859#or less (2)HETA16 /(2)HTS20/(2)HTS20 1920#/2620#/ (48)10dx 1-1/2" /(2)HETA16 2620#/ 1920# (48)10dA 1-1/2" (10) 10d x 1-1/2" TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 8/27/18 L ^ LEFT, R = RIGHT & M = MI DDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 % rH > > LO % — > r > 1` > r > r__ > _ > r` > r> > > r _ > r> > r > r > r— > > >M > c-I C3V C5V y _J > m F 2 RAKE FRAME BRIG WALLS TO 10 -0 OF 2 _J N c) C3V A C5V 1 C A08 3/12 VLT 10'-0" CLG 3/12 VLT A07 p T61s p l2) s4 2) A06 A05 A04 A03 A02 A01 A01 3/12 VLT No 10'-0" CLG A01 10'-0" CLG -0 VLT A01 A01 A01 A01 ODD SPACE A01 A02 A03 A04 3/1_ 2VLT 10'-0" CLG A09 3/12 VLT A10 �— 8' 0" CLG C 10'-0" G A11 ODD SPACE Al2 ; \N6 G C5V B03 > cn 10'- " CLG > > > >)3V B04 w LU 0 LO v 1 M cf) m y BRIG. 8'-0" AFF W W `� C1 W KNEEWALL 10'-0" AFF -I 8-4-0 B rvE FRAMED HIP Cl CORNER TRUSS LAY U�- 8'-0" CLG C5 C3 0 C) W W W W D02 i C3 0 („J C1 0 11 11 oil SCALE: 1/4" =1'-0" SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SC HE DULE MART( TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR&FASTENERS SPF 9YP OFRAME TO HEIAIBW(B)lWx11/TON IITwiBW(10110tlxiimp4 MASONRY 1Ern20W(fl10dxJ ILT 1810 wi w/(lo)IDIX112, IRS 1870 O FRANKE D FlANUE IM.5AWI101&NNL9 535 OBN NI/AW(10)BE NAILS sly 595 © FMW TO H10AW118)IM IIW 1013 1040 RTltAwyl7FWx 11Q• Bps Im FRAME H10A2WNwwz 1 DTAT2 PLYTRu"M 830 1080 TIS2W(16)IWxl 1WAT2PLYTRUSSES us 1080 O FRANCTO MT312 w/(14)1Mx11?(AT EMERIIXi MTW12 W1191'IMIx1 ti2'(A-ExTERIOft FRAME LOCAMONINOLUDE(3)INTOQ LS) NU Btl0 LOCATION INCLUDE (3) la TOENAILS) IUOs 1 19s O FRAME TO MOT rv/12R)t Otl NNL9 MlD M1g AIR 111r MUL3T1sw/I2B1'MI MILS AND MB' A.T.R. W MASONRY EMOEDMCM1T wI BIMPBON ^S[r EPDXY 9330 3895 ' r LTIDCOL.INTWSIMPSON'8Er EPDXY 3g3D MBS O FNAMErO HT520WI(24)/Oax'12'(AT EXTEPoOR H1YR0W(2a) IN'1'Ir (nr ExiERIOR FRAME LOCATIONINCLIAE(8)12d TOENALS 12N6 1310 LOCATION I40WDE(3)12d TOENAILS 12tla low FRAME TO (2)HT9204(4eIWxl 11P IATEXTERIOR RI 471NM"48I10[ x 11m IAT E TOR _NAA,E LOCAT ION INCLUUE(8)12d I DENA,L9 2490 2820 LOCAI ION INCLUDE. (8)1 2d I OENAILS(EA) 25M 30W HGT 21r/118110aNNlSANO AT.R. H1GT2 wl (1B110d MILSANp (2)Bl8"AT.R. OOflmY vY 1T E(Z'wo5MW91MP9DN ^gET' IW9D W1ri:R MEN/ WI9IMPSON-SET- 7020 9790 EPDXY(IlOi.3 FOR 3-PLY) EPO)(Y(HUKT3FOR3 LY) O FRAME TO WAN0C(aHOSRC RFUSW(12)wS3W00DECREWBpND MASONRY AFCNT)R2W)1(17xb' iIJEN VBROElW1S5 3400 478 (4)814'xWWED3E-B0LT 7100 (1)LGT2W(10)'Mv NERS J1 FRAMETO 1(7)1N"x24WTFrEN2 1780 20M MASONRY 8 E NOTE 06B LO ©T FRAMFTO MASONRY/ O)U3T2w1Td21'WSIFlETi98(14) IMx21N'TITEN( P2 YTRU89) 35DDM 40W0N IF,LUG72 W(32) IN SINKERS &(10) 1N"x3'WEDOE-BOLT(2PLYTRU89) 310ON 3100-M FRAME OR(28)•WSINYFR9 FOR FRANP(FA) 824UF 3TNF OR(E'I)IWE1NKEF13FDRFRAMF(FA) 3800E 4620-F J3 FRAME TO MASONRY/ 12) WTJW(24) 1'4'x3' 909 SCREWS &(8) 319'.F TITEN(2 PLY 4730M 0570-M (2) LUG73W0411M'x21,2' WS25 0480&I 7060A, FRAME Mae) OR (s21 "'M151NNFR9 FOR FRAME(E(d Mt-� 698DF SCREWS &(4) 7I8" A V WB(2 PLYTRWS) OR(s&1 IMSINKERSFORFRMIE(EA) SWAP T71D.F /1 BEAMTO HUIt00PTHUOII0W(-.AlW&1111, ton I OHsxan ululn n"r urutnlFw,Wn"xnxnm,„n n.w,m. MASON" I lM-Y:w"A(l o)lw NNL9 IttrUm WEDCE9 T&10)tOSANLS U8R60 LS B 1`170 MASONRY/ HU4&OPI IIUC46W(8).01NAILS& (12)114'x23/4"RTEN(TOMAS.) 041K0 GP30o0 H0480PT IIU461w(8)IWMI0& W1626 GAN1 L41900 SYF.F FRAME OR (1'p la!&19110]IFd4 FggNEI L11136 SYF.M (12)14'x2314' TAPCONS(TO NAS.) OR(1211W&(S) IM(FORFRAME) LLN1030 SYPF U11850 SYPA l� HLTAla OPTM HLTA20 low 1920 C2) HTAIBOPT (2) HTA20 MO ,SAggONRY 14HYw(1011 it Imm 2385 23&5 1-PL.YW(10)'Lwxl 17 DR 1170 2.PLYW(12)1d1 2.PLYw'(12)16d 2430 NrsMlOwl (EI1m MI LSAND(4)19M2114' SAW 1110 HTWMIBWIB)^04 NAL5AnD (q 1;4`x1 Y4• 11W 1226 TAFCO19 WEDOE.SOLT OFRAMETO N MASONRY pi OR Hr9MMAIFOIIWNAIL9MD(4)1/4T 114- pea 1110 TWM40w (iWIMNA&SMO141 W-a1 M1' TAPCONS WEOGE SOLT 1I4e I= HIM W(9) Id All 1W NAILS AFD gDWM• OFRAMETO P MASONRY TRAIN IN 7" 910 TO OTT22 W (8)114 xl 112- WSYDOD DTp-T2' W (8) TN-x1 UT W9l6VAOD OOFRAME MASONW 6OREWSAFD(1)1T8AT.R. EPDMEDW ionV45 SCREWSAND(IM IATAEPDXIEDW) 1510 1035 SIMP90N"SET' ENIITEpQ SMP90N"ser, I.E NOTEM FRAMF TO I"TGW(2fi)160,2 Ire NAILS AND (1) We- S HTTO W 126) IN xP•FT NALS AND (1) ® MASONS, ATA EPOI(IEDw SINPSON'BEr 43M SM MB"B ATR. EPDXIED w/SIMPSON TET SON /SEE NOTE 94 BELOW) (SEE NOTE IN SEWWI HTF4 At(1a)IN 12 I? NAILS AND (1) WN' 0 HIT". 11 e)16d#'/2'NALSNID(1) ©FRAMFTO MASONRY ATA.EPODEDw,'SIMPSON•SE, 3640 4235 Me"S AT.R.EPDX1EDw/NMPSO1`I SEr 4160 (SEE NOTE L4 SELOWI 19EE NOTE H BEWVII lO rmFw TO 01o8w/(24)10dxl 11r NAI.S IN 910 WOn W(23)Nxi i/r NAILS 67e 1046 HNpKTW(4)1NY1 "?SOq VppO RTIWWRI0dxlI1TNNL9& OFRAMETO MASONRY 6CRCW6&1511M"x2114'TAPCpE 700 700 (4)IRA'x 134-TAPOONS 1395 1395 IO VOTWIl6)1/4'A'6D8 WOOD9CREW6& VOFRAME MASONRI, It)dI8'p AT.R. EPOxI®W9MP90M1"SET' 8666 49W Al Ir VOL 1:140 ENT TO (2)VDTw(W)l14•rSOStWODSCRFNS WOFRANC MASONRY aR)d8'B AT.N EPDXIEDWAIMP9pN 517C 71w 5Er wl l2 MIN. 94BEpNENi 0 FFRNME VOT W 11 a! 1N'xT 9D5 WOOD9CREW98 HDU4-BD8RIFINS01115VII£808 WOW 3285 4585 MUGT15W122110d NNLB&HR45 W(181 4100 FRAME SERF WS & It l Ma•p AT.R. 14 NNl9 & N 1 M8'd A.T.R. FF"F TO (o Hrs W(M111BT>Z 1m VNLS AL (2) Hrr4eWla21 t8wX21R'NP7LS O FRAME 1115AT'e 0.T.0. (BEE N01[#{) 4315 5090 &III518"'AT.R RB NOMA) 5005 ncue"u rv"uen]nA unlxro. 1. CONNECT ALLFLOONTRUSSE9 TOINTERIW BEARING WOOD WALLS/SEAMBwI(?) la TOENAILS. 2, NL TRUSS TO TRUSS CONFECTIONS ARE PROVIDED BYTAUSS MANUFACTURER. LINO ON PWJ. 3 NGMAVmORCONr6Ci0RCN10UT. 4. FORSINVIIBEETRU$gF,SCAROUBPCONNECTNINB.S um7o SYPM Tx4'rOTRUBS VFRTIWI. WEOW(2)ROW9OF 1a N411.8 @7.O.C. .T.REY U39FNTSW OBML STAG(ERFO. S. MNMLM AT.R EoB rFG WNNM FOq IIY qTR B'BABEpdEAT FORdB'AT.R. p'EMBEd.F.M FIXi ]N'p'.R pFAT STEP. SsNT:SFMBEDMENT DEPTH 16 FROV LOWER 6LM). 0. SCABTRUSSCHIX W4'iY2x SYPN(MATCHC WWMBERBI2E)w(2)ROWSlQd@4'FRDMEND&4'O.C. STAGGERED CENTER AT CONNECTOR LOCATION AS wCH AS POSSIBLE. p MINIMAICOVFFCTORUNOONFRAMINGPIAN 1. CONNECTION FOR ALL ROOF/FLOOR TRUSSES TO MASONRY WALLA/ LINTELS/ or WALLS UNO ON PLAN 2. CONNECTION AT 21. OR 97OC. PRIDING VFP IS PDA MI n DD, TRUSEF9 PMMLEI TO MASONRY WALLS WE DETAIL P012183.1 FOR MORE INFORMATICT4 3. CONNECTION FOR ALL HIP JACK (CORNER JACIO TO MASONRY WALLSICF WNISAJNTELS 4. CONNECTION FOR N1 CONTINUOUS RIM BbIID TO TOP OF NAS)NRYAT 3T Oo NAIL W 121 AT EACH CORNER, GC. TO NSRFY LOGTION DOES NOT CONFLICT WFJI (IF APP UCAGM LAYOUT 5. C04WP NLFIWRTRUSSFSTOIWFMD UARINGWWDWMI/BEAMAw'(2)IMTONNIS © MINMAL004NECTORUNOONFHAMINDPLM 1.7��LO41EC11d4 FOR JH%TRU39 TO WOW WALL di BEAM `u' MINMALCONNECTORUNOONFRAVINGPLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD 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 CUENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS O 2'-0" O.C. SECURE/ -CHANNEL @ 12" O.C. TYP. METAL DRIP EDGE + 2 x SUB -FASCIA o VY ALUM FASCIA VINYL OG.C. SHALL VERIFY SOFFIT MATERII AL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" .ID y l�?L S _ r0 t0Do Do CLLDDV IN a1`o "a ri'tJi� r m0� m�9mg n o W � a5y 5L W W ar 9h1 Z O Fm8 ¢rsINs a z H- wsn W`gW m °] LL 2N j 4 � In a 2 Fj 0 g 9% WWW.FDSENG.COM 0 00 Z N O 1/ ZM W Z W a9 0 ^ a r` I — Y U1J z 0' W � �� i N w L- o E V 0 _ 0 w . o \/ to c DO to � m `� (6 t IF wo iV �ryE c (M 0 of a rnonD ® AA MQ LJAM lC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z LU 0 `6 m NH 0 4) CL Ni z Ln E 3 mma 0_j1y�L,LI^Z)r^ � W V/ VJ Model Name / Number: 1820 Plan Issue Date: Thursday, March 19, 2020 KA PROJECT NUMBER: 20-1839 1 ' Sheet: I /� {�P,1J Of: P ROOF PLAN B LINTEL BEAM: 1 COURSE LINTELtat 1.9 BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) 10 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE 95 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF STAB *7 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. N SP4 W/(6) - 100 X 1 1 /2 SP8 FOR 2X6 AND 2x8 WAILS PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL B" C.M.0 2"X42 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS t— 2x BASE PLATE SEE PLAN FOR MORE INFO I nninc ^cnr/usnaa/.,, �nnl MS03 e.a na� ., nna,xirn,•InAr ncrA1l N.Ts. #5 REINF. BAR N 7 #5 STD. 90° HOOK SCALE?"-i'O" • GRADE 40 U.N.O. 20" MIN. LAP #3 FORCING BAR #R R #4 I AP RPI I(S 25" MIN. LAP MT ` #� 5 REINFORCING OAR 051 AP RPI ICE 36" MIN. LAP 1• #6 REINFORCING AS I AP C_PI ICE I MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N"T S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4- X 2sW' 12, O.C. 1 2 x 6 1/4- X 2sA" 12" O.C. 2 2 x 8 1/4- X 21W 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_ _____ w .LINTEL (2) 2X P.T. BACKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED. USE 1 /4-X 4 I/2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.Ts I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 B 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" 950 172 405 92 8F16 - 1B / 1T (min.) 2 7'-611 2661 171 1624 89 8F16 - 113 / 1T 3 4'-611 6113 133 2707 81 8F16 - 16 / 1T 4 14'-0" 1002 168 560 154 81`16 - 1B / 1T 5 2'-10" 5163 770 3524 399 8F16 - OB / 1T 6 7'-611 2661 770 1624 399 81`16 - 1B / 1T 7 4'-6" 6113 770 2707 399 8F16 - 1B / 1T O O O O ALL ELEVATIONS O O b Raaaa a7,re YM. I�) rG4P dRWT r � o b wmaa a- eonwr 0 o xrcyr n°non wewrtscw -.Ne'aCrWY �eOYJONL\T1 rcaalev �nAL IUPTH r F.'•�Jxnl6AO.l.Y. WT13J alaNrer a b PcnAH a- eo-*on a u+c utr- SFI6r1-IB/IT nc-.nice Non. j J au4Nrm v b aatmx ,oar mA,r A--c,. MATERIALS L. rc prewar iimels = 3600 psi. 2. Po presVased lintels=S000 psi. 3. fc grout = 3000 psi W/ maximum 3/8' aggregate. 4. Concrete a menry ones (CMU) per ASTM C90 w/ minimum net area rnmpassw srrergih - 1" osi. S. Rsbar pmylued In Precast lintel par ASTM A615 GIMO. 6. FIBId reaa Per ASTM A815 GR40 or GR60. Preetraasing amend per ASTM A416 grew "0 ow,eleatlxon. T 7/37 wl,o per ASTM A510. 8. Mortar Per ASTM 0270 type M a S. GENERAL NOTES 1. P,Pddo full murlar hoed and bed jurors. 2. Shore"ad letters os requYed. 3. ="Men of 11.1 must cmmly with [1e emrtltecNre'� end/a structural crawlrgs. 4. Um Is an marni ectured v4m 51/2' long notches at Lire entls to woommodets vertical mil reinforcing and grating. 5. NI Ilmau meat or exceed L/300 affoal detection, except Ilmals 17'4' and longer W-M a nominal height of S' most or exceed L/180. 6. Bohan field added robs, N be betted at the bottom of the IYrtel sanity. 7. 7/32' taverner vera sarups are welded to the bottom steel for mechanical enarorige. B. Cast 'nplace wnma" me" be "'c'me In wmpuslte It" In lift of concrete masonry Inns. 9. Safe bed ratings band on rellonal dons-S, analysis W ACI 318 and ACI b30 10. Lintel min• depthe we celled out m li eel plan. if canVeda unroll; a deeper UMI*, ran Indbflted on the plan, doing this Inc easy ton strength of the lintel and be Meta tl whhout engineering letter. it a arneller intel is NsUlbd Coral FOR for appri 1. SAFE LOAD TABLE NOTES 1. All yelues based on enlnimum 4• bearing. Exception: Sale bads for unmlad lintels must be reduces b/ 20% If wari g length Is Isss than 6.1/2°. Safe loads fa all recessed IIntsis based on 8" nominal wwln& 2. N.R. - Nut Hated. S. Safe leads are total superlmpcmd albar"e, load on the %CUM specifled. 4. Safe leads based on grade 40 or, grace 60 field racer. 5, AcclUmal lateral load capacity can be ublelned by the da.00, by PrwWirg adlloral relnfomed mmcrry abaft the p,ecast lintel. 6. One 07 meet mW W suNVNted for two g5 ro a In 8• Itmels only. 7. The designs may women concaNated loads aom Me sa`e load tables by calculating the madmum resisting moment and shear at d-away from the face of suppon. S. For oarPMhe lintel heights not sh°xn, use We load from relit lower nell 9. All safe loads Ir units of pounds per lnew Tom. PRECAST 'U' LINTEL W/ 30DOPSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT T . REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK4UT &AM FOR FIRST COMPLETE CMU OOURSE BELOW SILL & FILL SOLID W/ (1) tN BAR FOR ALL WINDOW OPENINGS G'•6" AND LARGER, 'SEE FOUNDATION PLAN 1D" Ij HOON STD, 90 DEGREE ANGLE 3000 P.S-I. CONIC. W/1 #5 DIA. REBAR 8"x a'x 16" IT CMU U.N.O. GROUT SHALL BE FLUSH WITH TOP OF WALL O c m E STD. 90 HOOK -c a 0 N m or d R TYP. BOND BEAM s ? S 8°x8'x IA"K.O. LINTEL BLOCK - RLL W/3000 P.S.I. 'RI CONC. W/1 #5 DIA. H REBAR E 0 INDICATES FILLED 2 m CELL FROM FTG. TO W BEAM WITH 1 #5 BAR MIN. N O TYP. DOWEL 25" MIN. LAP (ACI 530) E to� E $$ gg@@ F I�tI N Or0 �fJ�3 � Rk Lo Darn 4e mWre }} d3' N S w -2F m �n tL � >n Q � ¢ �"P0 Yi w , aIliw .11-61 LLgm 019, a tz ^ Zym Og.UM M� � o (iNaC O A B89 w g 1�u IN M .vS WWW.FDSENG.00M ❑ ❑ ❑ W — N r- o Z M p r/ Z W Q Qo aIr z y Vuar= W i- o E tl U — 0 t,u, O W O \/ Lin cx m iV) = roc I. W O i (002 C LO m o ao Qum ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 le- zDa y To Q W NH m IU m Z XLn H�Um 3 m M a 0 J W Z on o JmU)v) LO VI Model Name / Number: 1820 Plan Issue Date: Thursday, March 19, 2020 VI KA PROJECT NUMBER: 20-1839 Sheet: S.1 Of: I MSO11 BLOCK WALL REINFORCEMENT I N.T.S. I LINTEL PLAN 12 SEE PLAN i i i PRE-ENG. WOOD TRUSSES @ 24" O.C. i 11 11 it 11 " 11 1 1/2" DRYWALL I CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL OPTION' MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 160 NAILS AT 8" O.C. VINYL FRAMED WINDOW W/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. —BLOWN-IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) —FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) —TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FACE ----� (-METAL DRIP EDGE 2X SUBFASCIA — SOFFIT. SEE ARCH. PLANS — SEE PLAN FOR HEADER SIZE EXT, WALL EXPOSURE ON O.H. pR, WALLW/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2X STUDS (SEE FLOOR PLAN FOR 1/2- DRYWALL MORE INFORMATION). SEE T613 ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED P.T. 2X #2 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TCTEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE —� MIN. FROM END -SEE W507 SEE FOUNDATION PLAN FOR TERMITE SHIELD FOR SLAB INFORMATION TOP OF SLAB _ — N ii Na 7�, N �- N• TT N I GRADE CLEAN COMPACTED FILL ,�*,•.... ..�.�.. c7 SEE FOUNDATION PLAN FOR F'rG REQUIREMENTS WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" 2x6 #2 SYP P.T. 0 W/ (2)'YVx5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 318" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 112" DIA. x 8" J" BOLTS FILLED CELL W/ #5 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. FILLED CELL o VERTICAL MIN. 5 PER JAMB. o � SECTIONAL ® OVERHEAD 0 DOOR 7 WOOD P.T. #2 SYP 2" X 6" •: i!;.' ; :w.: TRIM a 2"x&' P.T. WOOD JAMB DOOR AND CONNECTION PER —/ GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL v V :a in GARAGE SLAB MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. :SEE PLAN PRE ENGINEERED ••D TRUSSES* 112" DRYWALL— FELT PAPER OR TRUSS PLATE 3/4" P.T. NAILER 1/2" DRYWALL--� CURTAIN NAILER — I x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST °U" LINTEL — SEE SCHEDULE NOTE: 44" MAX. SILL HGT, ON ALL BEDROOM WINDOWS. WINDOW STOOL PER SPECS PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 1 x 2 P.T FURRING—� 1 x 4 P.T. BASE NAILER WOOD BASE—� SEE FOUNDATION PLAN FOR SLAB INFORMATION 1 i 1_i113i11_110111115IIN r --111=111=111=1ih i 11=111=�TIa] Ile II_IIIIi • . n•= 11B I • �1 BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR ERG. HT. METAL DRIP EDGE 72X SUBFASCIA SOFFIT. SEE ARCH. PLANS 6x8x16K.O. LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & SEE �y 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONC ALL LOCATIONS SHOWN ON FOUNDATION &.FLOOR PLANS VINYL FRAMED WINDOW W/ SCREEN PRECAST CONC SILL EXTERIOR FINISH - (SEE ELEVATIONS) FTG. DOWEL #5 DIA. REBAR 17"IN CONCRETE -25" EXTEND (ACI 530) ABOVE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP OF SLAB GRADE m� SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=VV SIMPSON HETA 16 EACH AN EC. NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE CD21 ENTRY CMU COLUMN/BEAM N.T.S. (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. (TYP,) ALL SIDES i (TYP.) FRAME FOR COR- pO r�f� OO \ NERS FOR NON LOAD a v s v \ BEARING SIDES NAILED < ° w/ 16d NAILS @ 8" O.C. Oev a v ° 1/2" x 8" J-BOLTS \ Ui (1) CENTERED EA. \ )4 CO FILLED HIGH A.F.F. CMU SIDE w/2" WASHERS \ i / CONC (TYP.) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP PLAN Al-A1 OF COLUMN SIMPSON LS' w/11-10d TO E & TO FRAME BI AN EC. SIMPSON HETA20 u ' w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 POST OR 4x4 POST w/ 2x4 UNDER EACH END OF BEAM NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE ; INSTALLED ON INSIDE OF COLUMN. DO NOT BEND , r STRAPS UNDER PLATE. PLACE STRAPS IN FILL ; ; ° ° \v ,V CELLS w/#5 REBAR (TYP,)4 COURSE HIGH CMU BASE •:; ;;;; FILLED W/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - 2'-0" AFF NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD22 I ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. FILE COPY V c y a m 0 c a c s N °tse,rllrrf/2j E `' ^F c Cn '•\C LU +• v a g a v T E g N l o— , f0 8 m tl l0 W to N00 LO OD 00 ik # ik 1p ffi w 0 mmg x $ W�iSm.a a M 5R� Q QRVag a E .p Z yyma j Z K vig �pm`o O 0' H Y Lki § Wp m m m O S�E9 E' ZOHN N¢m J 0 d TH h 08�5 LL z o U J y F- WNNY,FDSENC.00N ❑ ❑ ❑ Y 0 w Z ry m N Q ur Z Za ¢o J a a — y U QA n�u� w `v L/1 C m If�1 a W ON v �� ui NI` N c Q moc; � Q = m 4'�jm p DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n DIVISION LOCATION: z PORT ST. LUCIE VI Job Information: N t m of o N m O m 0 LL s a W O to LA ` � M \ � N > 4) Q J W o JmUi(1) LO Model Name / Number: 1820 Plan Issue Date: Thursday, March 19, 2020 ItA PROJECT NUMBER: 20-1839 Sheet: Of: TYPICAL FRAMING m � m ro m 4-tw Ls (2) 2 x 4 LAMI WTIONS W/(i) (3) 2 x 4 LAMINATIONS W/(2) 13) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED IEd Row OF STAGGERED10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ID- 0-107, L. 31/2•) OR EQUAL ZONE INTO H OVTSI E FACE) ID = 0.162'• 11ACENT NAILS ANE OWENMOM 3) FOR 4-PLY, PROVIDE 1/4-DIA. x 51/&" LAG OPPOSITE 61 DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTIIE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES CONTACT FO11/2" SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •Y• :N. F. F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D, 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED SOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU, 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW P4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)� —SEE PLAN FOR WILL HG7. N N ® • • • • L , I�' HEADER © j10; IO .A • CH • • •ua • 13OX • EACH • WINDOW OR DOOR OPN'G CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g �ZN 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/,,-DOUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 46 •MYN TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W So 2 1/2" x 0.131 NAILS * NOT REQ' D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL STRUCTURAL SHEATHING CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHIN]SPACE) ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT ' SIMPSON SP4 WOOD FRAME WALL AND ENERGY FORM S WITH PERMIT APPLIC2 X 4 SPF (WHEN EXTERIOR W AT 16" O.C. EXPOSED TO INTERI 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-I 'OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSONHUC430 OR (2) HUC210 HUC210 n �1 I TO BUILT-UP COLUMN ,aA SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY I� I (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS BOTTOM SPUCE TYPICAL BLOCK ; CENTERED W/ (13)-10d NAILS OVER STUD WALL� '4 Ea TO 4 �\ TIE BEAM. WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 1 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - �Dc9(7� * *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FUTCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE t'i'i6 L�-r173\l: SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. SOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. i SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SECTION A -A SIMPSON HUC410 - BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN — FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE— REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN � I , I I ' I I I I � I I I I I I ; I , I , I I , OPTION B SCALE: 1 1/2" = 1'-0" AF__�A SEE PLAN FOR F' TOP OF BEAM SEE ROOF PLAN 1 FOR BEAM SIZE & CONNECTION INFO. SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO— SEE FOUNDATION PLAN FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT N.T.S. CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. g � m 00 �g[p g�yypp a8 ,�O J�J J�J E3�� O��rO~CCi LL LL LL $maa wa w g oa a1¢- wLLj a w W s��sy a D: a o� 3z. ? `wN 15 �y O «45« m mq COm O IS 50.9 ILZ�� 82, Z c °d O ° z5 ❑ ❑❑ ,-� a WWY�/.FDSEN6.COM W "m 0 � m o z � �z�� Q c J � i^ a � V I z v 0� �4� �o U O w Q 1n � m U.) P- r0 U ° N E v — Qmom 440 ® DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: LL O Z W O O 10 TH N 4) y ccn N z H uD 3 > M a OJLUZ) m Ln o LL J m U) CI) VI Model Name / Number: 1820 Plan Issue Date: Thursday, March 19, 2020 VI KA PROJECT NUMBER: 20-1839 Sheet: w -v{ Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. 15'1ZI[1F_1 MY1.111811a EWP *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45- I I —MINIMUM 2"x4" _ ` CROSS BRACING T '�.,. (SEE PLAN FOR x , ,•� LOCATION) , q�BLOCKING ' I . U 1 1 I NU ' I O 1 1 1 q y ' (3) 12d � , Q a PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP c w/ (3) 12d @ EACH TRUSS WEB N m a aEi 3 T11301 TYPICAL CROSS BRACING DETAIL N.r.s. T11302 TYPICAL CROSS BRACING DETAIL m VIDE 2X4 MIN. BLOCKING AT o �v�T11! 11 f 1888 Na T O 4 R TER LINE OF HIP/RIDGE, TYP. ; t O / WEEN TRUSSES W 2 12D ��, F��' `' ILS EACH END TO TRUSS TOP �"' `- ORD �l b,�`� �•'�. m E \ti e � I h •• �` USS ALTERNATE BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING t �^ ^.� `- tCA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACEG.T.SHEATHING ADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE--- - OF HIPPED TRUSS W/SPAN FROM EXCEHlp 12d NAILS @ 6" O.CMAX 24" SPAN (EIG.TSIDE OR BOTH IF a m 12D NAILS (3) 12d ROOF AT)12m O.C. MAX PERJOINTMINIMUM 2"X4" SPF OR SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING m ^?' I` PLAN g „! � �'(�i1-.....:: W .y wr c g�L13 2X4 BLOCKING aDrym r` I` HIP TRUSS BETWEEN TRUSSES x m9ffi$i wa SECT. A A y 4 $to Ic L4 LLajJs a WA,8 �IllyIllm�Ngee TB 33 HIP / RIDGE BLOCKING DETAIL N'T's' TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. m mtf. 12W UOJ 0 NNNI.fDBENG.COM ❑ ❑ ❑ m M � � m Z N Z g TRUSS NOTES: Z v Z `] 4 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 1c 0 W QRUSS PLATE INSMUTEI NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND CAUSE OF ACCIDENT a m BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED — Y 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 ANYONE AREA THEY SHALL BE SPREAD OUT m EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIR ED BY THE TRUSS MANUFACTURER ALLLU N �_ N LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM- DIMENSION LUMBER & SHALL BE ATTACJH ED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. u O E E m 3. ALL BRACES SHALL BE 2X4 NOMINAL wt TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT V 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. `m O BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. C m 5. PROVIDE TRUSS SEE TYP. TRUSS BLOCKING DETAILS o mi0 SHEATHING WN 3TSPACESSS NA TRUSS DIRECTION LO WRUSVERTICAL alOO HOMES SCAB 2X6 *2 SPDAMS W/ (4) 12d TOP &BOTTOM SEE TRUSS (2)A Sj7�::� FLORITJA CONTRACTORS LICENSE N0. CRC1330146 TOEL RU OR UIRED IN AFTER GF (SBE$CT�ION TOE TRUSSREQUIRED ®RAFTERS GRE3000 GULFBREEZE PARKWAY PLAN OUBLE TOP DOUBLE PLATE TOP PLATE SEE STRUCTURAL NOTES AND NAILINGSEE SCHEDULE FOR SHEATHING DETAILS GULFBREEZE FLORIDA 32563 RE-ENG. TRUSS SECTION B-B m DIVISION LOCATION: 2z STUD WALL VARIES w ROOF m SEE PLAN SLOPE �` PORT ST. LUCIE N '' ' GONV. FRAMED RIDGE BE NAILED MIN' \ / . Job Information: MAY w/ VERTICAL SCAB 2X8 42 \ 2X4 SPF BLOCKING / \ / (4)12d WHEN n LANDS O.C. W/ NEXT TO PRE-ENG. TRUSS SPF \ BETWEEN TRUSSES / \ & B R H5 O 2x8 BUUNG. NAILED EACH TOP & BOTTOM OR H5 OR \ @ 4$" O.C. MAX. S SIDE w/ (3J 12d NAILS WHEN HCLR/LL IN PLACER (GREAT REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ B THAN s'-o•' \ \ 2x4 SPF BRACE / \ o \ @ 48" O.C. - NAIL w/(4) / ti COLLAR TIE \ \ 12d AT EACH END & SHEATHIN - RAFTER d \ \ ALTERNATE DIRECTION c O \ \ c 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ ` TRUSSES W/ (2) 124 NAILS (OPTIONAL) 0 EACH END, CONT. EACH BAY n B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES 0 ¢ m- co Lc) N ALTERNATING DB WOOD SCREW EACH T0.U55 / / SEE PLAN 0) BLOCKING OR HS G 48" O.C. / / 22 W ` M PRE-ENG. TRUSS \ / / � 1 O. CONT. ROOF SHEATHING AT TRUSS TOP \ / / 2' CN +�� N V lD 3 STRUCTURAL SHEATHING CHORD ATALL HAND FRAMED AREAS TYP. \ \ / / m 7 ; SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / m ` M �-. Y1 U W 2X4 P.T. BLOCKING BETWEEN B (USP MP4) @ \ \ / / O _I LIJ � cgi i O TRUSSES W/ (2)12d NAILS 0 DIAGONAL )MOOD 2x8 #2 SYP RIDGE BEAM AT 8 -0" 2'-O" ON CENTER \ \ / / J m U) � i0 EACH END TRUSS MAX 2xB RAFTERS a 2' 0'0.C. MAX. COMMON /\ \ / 2X4 SPF BLOCKING BETWEEN TRUSSES Y V �; 'D Model w/ 24" O.C. �, Name /Number: T RI WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ / \ ( ND (TY (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT ®2'-0" O.C. MAX W / (3)10D SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD Plan Issue Date: T & B CHORD BEARING SUPPORT a TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE � Thursday, March 19, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARINGTj KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION or 20-1839 2x4 S.Y.P. Y, Sheet: Of. @ 16" O.C. N N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 I EXTERIOR NON -BEARING WALL DETAIL TEI a ROOF FRAMING FILE �� 0 AND BRACING DETAILS (J 6" 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. l� SPA EVE 15 6" 6„ SINGLE DOOR SINGLE DOOR W SIDELITE An 6„ 3' o 0 1 3" 3" 3„ 3„ E I 3e 3" 3" 3 3„ 6 6 6„ n DOUBLE DOOR W/ SIDELITES IA 'E B 6' PACE :VENLY in 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-061 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC, PIPE. liz m TOP OF SLAB -- OP Z 1 -111 -® ° Ni v ° if ° 1 ° 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY m i W 70 • SEALANT L - NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. ooi O"AL P sMa� 0 `SP OA bb'G""' D}n use 3tdOWrse oo�s;e Mdo "yG Rake 2 1�G Metal Ed fl" 1D 29' s to use valleyeentemne SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY ITICAL WALL ENTRY W x G' H GALV. FLASHING CONT: PLASTER STOIL ROOF — SHINGLES 6" x 6" H GALV. ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VEITI RISE OF FLASHING AT KNEEWALL FLASHING DETAILS 6" HERE , NOTE: THIS DETAIL IS REQUIRED IORH AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW 'u AND/OR SGD FRAME MIN.) GLUE STRIP ; w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/211 PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T,S BUCK STRIPS - 1x4 (DEPTH OF 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 WIDOW FRAME INTO MASONRY • .' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH In DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME -- BY OTHERS 5HEATHINd — BY OTHERS CAULK BETWEEN -- FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER -- CAULK BY OTHERS O.A. WINDOW HEIlGHT EXTEsrOP, 11/2" MVO. EMBEDMENT 08 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE SOW R905.2.8.3 DRIP EDGE, PROVIDE DRIP EDGE Al EAVES AND CABLES a SHINGLE ROOFS, OVERLAP TO BE A MNNmUM OF 31n (76RP). DIVE DRIP EDGES SHALL EMNO 'hin BELOW SHEATHING AND EXTEND BAD( ON THE ROOF MINIMUM OF 21n. DRIP EDGE AT EAV66 SHALL BE PERMITTED To SE INSTALLED EITHW OVER OR UNDER THE UNDERLAYMENT. IF INSTAULM OVER THE UNDERIAYWONT, THERE SHALL lA MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER FHE DRIP EDGE FLANGE. DUP EDGE SHALL BE MECHANICALLY FASTENED A MAXWUM OF 121E ON GENII WHERE THE wed AS DETERMINED IN ACCORANCE WITH SECTION 113012.1.3 IS 110 MPH 11Tr KM/Hi OR GREATER DR THE MEAN ROOF HEIGHT EXCEEDS S3 FEET (10,058 mm), DRIP EDGES SHALL BE MEGHANICM I Y FASTFNFD A MAXIMUM OFA INCXFS ON CENTER McAmum Fastener Spadnp (36mtis, Had end Sig) a" A^ n alai Screws WWI HnI l3darlOr Hmd Vim NAITNN of ' t a 1. I Wall Framing: 025pr"JMne/Fir Or belle, Slllane �_ N10a14/2" Screw Minimum Ferraraton Gleamy Bead 1.3/8" C ros section V iew Mnimum ..... SHlmnc EHerlor Shenthig praeD me GIOCILS from sLrotMes and other damage Until construaion is canplete. Step] 6leaaae to be sae bin OPI IS 3/ra 1J2" larger than the window size bdh veNcalry and horbonaly. " You may wish a pre-drd the installation holes in the 6n at thistime. me noesln the inguaffiv fin, N #my any nor Rep 2 Apply a generous bead of IdOone to the adslde of the mounting fin. use enough sgimne to swfidemlY fill all wads heaveen the fin and the wa6 sheithing. Rep 3 Inert the window into the opanbg from the ouaire. The window Is abeted "kidde° and 'oul W, hat if tlrse labels Iwue been removed, the bead should ammys be In the Inside of the building. Rep 4 Instal shhns under the in, adpsbng own until the unit Is plumb in the opening. Slams should be Installed Lower me sill every 2 feet. The andav should be basically centered in der Opening with no more than 19" gap between the window and wall framing. gaps Indent a x10 X U'Vr screw A- (call the cemer of the fin at each Low of the head sill and bothjambs. Step IreagtheremainirgasWn Ina•incrNnantsfrombedanionscrewsatocwerofeachhallsmember. Usearelotaouer- boon dwscrews and OUR dean throughthe fin. Also, make Sae to screws Bo In straight and do not am the hams a bow. Wall frarnig should be a minimum of x2 SpruciNnine Fu. Fasters stout' be x10 screws of suMdent Iegt to acheve 1-3m penetraton into to Ivan and no lea man 112" from edge of framing. Fastene Guantibes needed In each side of frame In Boon. r ewNm Step 8 If dewed, a foam IGSUI an be applied to the interior gap between a,e window and wall framing. If applied, Nismro76e the NONEXPANDING rYPEFOAM. Rep 9 Rrce ffy:se Willows arc typically Dead in rooms wit high nldmula, Is; bathrooms, It Is reoommentled that to Interior gap between fhe window and wall framing also be soled wph MlkDe and tooted so as not to Interfere with the Retaliation of wallboard, Fla or trim. Sap 10 GOES ail anstnxtlon Is cwnpkme, remove the bubble wrap from to Inside and mdade of the window. ((necessary, deal the blacks with a Did detergent and warm water Gen, a soh dot. Failure to follow these procedures will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: { Product Design Manufacture Model # Attachment Pressures Method Approval # Roofing: 1st Choice COUNTY APP. ADE IKO Industrues, Ltd Cambr dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 NAILS. 3/8, MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING a ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice WOODLANDINDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 2nd Choice 1 +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/$7.0 THERMA TRU-C FIBERGLASS D' 2nd Choice +67.0/87.0 THERMA TRU-C CIDCDCI Ace: M UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 2"X6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS 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 BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & B07TOM OF INTERSECTIONS AND MIN. 16" O.C. FL21580.1 R-1 II FL16546.1 FL15279.36 FL20461.1 1st Choice +0/-146.3 The Tapco Group 7" Staggered INS I ALIAI I UN EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1%" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS N.A. N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd ChoiceSHALL BE BEYOND WALL DRESSING N A Windows: 1st Choice H•40/�0 MI WINDOWS 3540 SERIES singe Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. ilk" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 +40/-50 MI WINDOWS 540 3SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS Single Hung (flange) OF 58" MIN. EMBED. INTO WOOD BUCK. sx FL 17676.8 R9 3540 SERIES FOR INSTAILLATION THROUGH BUCK USE 8 WOODS SCREW OE +50.0/-50.0 MI WINDOWS Picture window SUFRENT LENGTH TO ACHIEVE 1-h" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice MI WINDOWS M-1926 Veltcal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 146 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM lli EDGE DISTANCE FL 15804.2 o Fixed Glass: 1st Choice +50.0/-SOLO BLOCKUS 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1',A" 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" BEADEDID SOFFIT VINYLI 1 1/2" NAILS 10" T I INFNGTH FL16503.4 R3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT, TOP s/4"-20 MALE PANELMATE W / FL16293.1 46 PSF INT. PANEL MFG. INC. Steel StDlm WINGNUTS AT 12%" O.C. BOTTOM 1k"-20 SIDEWALK Pals BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI° # 56126 Name: TODD M. BORN Certification Number: FI" # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 FILE COPY 2I€I m �� " ¢ EC al to "' r IfF NDo _6 gm(f Nnm iIi ri Os W� s a _Q3�s ai ' 5"a % .? a a cc p0Sys om O Who Go Lo gQua,dcEL �cN Ia U ma $ .J WWANTEGM64 M ❑ ❑ ❑ Z 04 � Z N �1J m W Z a J � a �I I — Y Zo 3 n1 N 0a Wo w 12 .- (� E i4 • D V ix7— - - � n w' V c m i f 1- vM (� 't V BN Go _� r ¢ rn d i P DAMS HOMES I f FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: PORT ST. LUCIE j VI Job Information: ID `} 0 Ilesse— z �LO 0 to Wr5 i- M to I to z> ° I—�V m sesseees 0 __J LLJ � JmU)� VI Model Name / Number: 1820 VF Plan Issue Date: Thursday, March 19, 2020 VI KA PROJECT NUMBER: 20-1839 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) WEATHER RESISTIVE MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH - , / RESISTIVE BARRIER & FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW - SELF -ADHERED FLASHING TEMPORARILY SECURE aARRIER GENERAL FLASHING AND WATERPROOFING METHODS _ WEATHER 1, - DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walk shall provide the building with a weather -resistant exterior wall envelope. The exterior E9 ITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A weteureslstive barrier Is described as a BARRIER WOOD FRAME CONSTR. SLOPE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SHEATHING SELF- ADHERED FLASHING 3/4'•1• BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING covering from further Intruding Into the exterior wall assembly- An exterior wall covering Is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather•reslstive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) harder, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, p Fm"ixwHaw� WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND , OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. \WEATHER R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 RESISmVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt of other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walk. Such felt or material shall be applied hortzontallY, with the upper layer lapped over the lower layer not loss than 2 Inches d BARRIER SEAL TOPS OF JOISTS i,� ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mni Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The fart or other approved material UNDER DECKING '� SUBFLOOR shall be continuous to the top of walk and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) g requirements of the exterior wall envelope as described In Section R703.1. 1p SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers se Installed as required In Section R703.2 and, where hall bapplied over wood-based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable harder with a performance at least equivalent to two layers of . Cut, fold up & temporarily secure weather resistive barrier above header to allow for fleshing Installation RIM JOIST Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The Individual layers shall be Installed Independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703A) Intended to drain to the water 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list of Instructions below: resistive barrier Is directed between the layers, Ync Y resistive barrier 3. Fold weather resistive barrier back over head flashing and 1 seal with tape PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grads D paper and Is separated from the stucco by an Intervening, substantially 0 2 2 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize R703.4 Flashing. Approved conoelon rosietark flashing shall be applied shingle fashion In a manner to prevent entry of X scats: NTS SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W P03 scoring cuts water Into the wall cavity er penetration at water to the building structural framing components. Self adhered membranes used as flashing shall comply with AAMA 711• All exterior fenestration n 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTION A CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and products shell be sealed nt thejuncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper join adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type of seaant. n EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT ADHESIVE Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior well finish. Approved corrosion resistant fleshings shall be Installed at the following locations: ^' EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows {, 5 THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Fleshing at exterior window and cow openings shall extend to the surface of the exterior wall finish or to the water-reaistive barrier UP JAMB 6". USE LIQUID NAIL BRAND tight to corner complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL LETTER CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED 8. Mechanically fasten as necessary Mau be Installed In eus�ce wiitthlngs one or morenof thee withAAM712. Flashing at exterior window and door openings q " laFs,��, COMPATIBILITY RELEASE PAPER E, Q E- ' .• N L1 The fenestration manufacturer's Installation and fleshing Instructions, w for applications not addressed In the `� ••. E� 4j ; ;G '.• CN SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �� ISEFORE FOLDING, SCORE RELEASE PAPER 70 EXPOSE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructlotw. Where flashing Instructions or details are not provided, flashing be Installed A * = : ,. •', FLASHING VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOVM) pan shall at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the 0 -/ t10 0C W THRESHOLD exterior wall finish or to the water resistive barter for subsequent drainage. Openings using pan flashing shall c of • l.0 h MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. •'• 5j SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flash) d flashing design or method of a registered design professional. iY c i'0 Q�' C? �i 'A •' , N ,� O '•. F L ,•' !`°� 13. In accordance with other approved methods. `� v , . , • •' a y P , SELF -ADHERED FLASHING�v\ O /.--� 1.4 In accordance with FMA/AAMA 3.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 w FMA/AAMA/WDMA 400. g i5 `�.' I rrr r t r t t trt 2 SELF -ADHERED FLASHING 2. At the intersection of chimneys or other masonry construction with frame or Stucco walls, with projecting lips On both B `5 sides under stucco copings. a NAILING FLANGE t 4 DO NOT FLASH OVER 2 - O SEAL TOPS OF JOISTS 6 3. Under and at the ends of masonry, wood or metal copings and silk. 4. Continuously above all projecting wood trim. o c m „ !j BOTTOM NAILING $ UNDER DECKING 2 E FLANGE (SEE DETAIL WP07) 7 5. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood4rame construction. 6. At wall and roof Intersections. L; 8 $$ to e F g g m N00 In 10 aD B F Q�r " " r O A * * d SELF -ADHERED FLASHING W PO4 EXTERIOR ORHDOOR WITH DECK WP05 SELF -ADHERED FLASHING W P06 HALF ROUND WINDOW INSIDE CORNER v 7.Atbuilt-in gutters. 92 O�mmg w y SELF -ADHERED FLASHING DECK PROTECTOR Z 8� Z 3 SHEATHING 7/8" Cement Plaster 5 O O Z LL - in accordance with 7/8" Cement Plaster In accordance with ASTMC926 8 s-aF araw ,e Q d < 0 a ❑ w / - SELF -ADHERED ASTMC926 m FLASHING PATCH Felt backed metal - Feh backed metal Rs WMCF)SENGI ❑ ❑ ❑ •. lathe in accordance lathe in accordance SELF -ADHERED FLASHING DECK PROTECTOR wRh ASTMC1063 - - -. with ASTMC1063 W Z m a Building Paper Building Paper $ c Z M � li• 7/16" O.S.B. ', 7/16" O.S.B. � -� m o. I'I DOUBLE SINGLE JOIST ',�,��. sheathing sheathing �i B m x 0 V I Z JOIST s - SELF -ADHERED FLASHING - / - Kee to edge P Metal Pis to 0, SELF -ADHERED FLASHING 1 Of weep Flashing P $Creed 2" below top of 3 1/2" " - - Q) m '- {'"' h1J E 2 block y 3' MIN 4 Unperforated '; Flange 7/8" Vulcum m v U �0 c m O 5 Weep Screed cauk bottom \ /NZD ' joint only Maintain Metal Flashing v Y(10 m U E E F :• Bottom of 3-1/2" Unperforated v c - ,. .I; SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING x^ W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" t0 2" Flange 7/8" Weep Screed = o A i N OUTSIDE CORNER V c 0 c Q INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1 /2" Cementitious Sheathing Decorative Finish ' ¢ m G m Qom ALDAMS HOMES AV V 5 • o, All inside and " outside corner Will FLORIDA CONTRACTORS UCENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ° 3000 GULFBREEZE PARKWAY CEMT. FIN. ut ll cand cau ktter ed aCement eed to N GULFBREEZE FLORIDA 32563 r BUILDING PAPER SLOPE SLOPE inaccordanceer o, o•. q beulkednixsin ASTMC926 g a m DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd Vulcum caulk for all floor PORT ST. LUCI E Job Information: (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING N WIRE LATH 3 SELF -ADHERED FLASHING EXTERIOR o r►/ CEMT. FIN. � LL BUILDING PAPER c WIRE LATH O 16 SELF -ADHERED FLASHING PlasteeFinish 7 Block 8 _ m o Z LO rn WIRE LATH 21/2" Perforated w v m to°• BUILDING PAPER Flange 1/2" Weep h u > N y ci LO 3 BUILDING PAPER Cement o' Screed o m 7 L� ri , , d Plaster 0 V m m o over block Q -..1 Ll l m o EXTERIOR tstfloor 0 J m U) � Ln LL- WINDOW UNIT CEMT. FIN. Install bottom Slab `a m Model Name /Number: edge of weep screed 1" below 1820 finish floor a � V Plan Issue Date: Thursday, March 19, 2020 OPTIONAL DETAIL N 2 m KA PROJECT NUMBER: 3 ONote: 3 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Y 20-1839 Sheet: Of: SELF -ADHERED FSH W NDOO FLASHING EA CEMT. IHD W P 10 SELF-ADHERED FLASHING CEMT. FINISH WINDOW SILL W P 11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 1 2 the weep scroed. SCALE: NOT TO SCALE N W P WATER PROOF 0 DETAILS 5" bath duct to roof cap w/70 cfm fan 4" dryer duct to roof cap w/dryer vent box 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Ie n m`z He am LANAI 84i71"f OWNER'S EDROOM tiux�F v�+e�EflCr� 14x8 1wcd 145 W ! •• E t • •• •• 3 • cfm fa 1011- 16x16 rag 16x16 rag ! _ ! �s' r r o ip! Ilt / : • A i /fir/fff 1 0x1 f t• • wa��I' E II //�tiiQ71LY 1� s• 50 a ! � !��•WYa�� wa •� � L I^-� YYwYY Y� ` llMlil= rrr• w..w.n.. Y! n .I •0 { ,VM N0Y41W 1_-KJ Ja tiw NOOK VNJLTM ME) N A?IJU 3VA lf3 iC ?&VJ i -- 3.0 TON W/5KW @240V 1 PH 18x13 plen scale ; 1 /4"=1'0" platform by O bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 12x12 rag 7" O x12 rag 12x6 1wcd 165 BEDROOM `J s I s O O\s� c S S (6 V w 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.