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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA I INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE WATER-RESISTIVEAVAPOR-PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEANS), A SLUMP OF 5" 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 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 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) 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 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) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES 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 530-13) 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 USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 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 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY ANDALL 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 MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES STRENGTH OF 1900 PSI ( fm = 1500 PSI)2. DEFLECTION MORTAR SHALL BE TYPE "S", COTO ASTM C270-12A. 3. COARSE GROUT SHALL CONFO MNFORMING TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CRITERIA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, 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 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USEDTO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" 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 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD ILL 20 20 20 20 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL SO 10 SO 10 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO gQTTOM CHORD LL (OPT) VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CSA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NOTE: ILL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING ROOF DECK: PLYWOOD GC/CG 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 TOP CHORD ILL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES READING ROOMS 60 (PSF) 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL @ HAND RAILS (d) 200 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES . A SINGLE CONCENTRATED T ANY POINT ALONG d S G CO C ATED LOAD APPLIED IN ANY DIRECTION A 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPUFT 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 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. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 25 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 Q O 50 (+) 24.8 (+) 24.8 Q "0 (-) 27.1 (-) 31.1 Q 05 (+) 23.4 (+) 23.4 100 0 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-O" 16'-0" x T-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 96.0 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. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT x S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC a g FIELD REPAIR NOTES GENERAL NOTES: BUILDERE: NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED SIMPSON" EPDXY UBST UTED WITH i/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SET 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It i the s Intent of Designer/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all Subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR, CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality p Q y MASONRY AND (7)-SOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 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 Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT UMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be considered for reimbursement by the Designer/Enjoneer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM FOR. 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 Deslgner/Engineer. Payments will be made In accordance to the MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. AMS HOMES Of Northwest Florida 3000 GUFF=REEZE P;'�\F�i�'%\,�\1 (�E�F:��EEZE. FE�I�I��\ �Z��r•:-� MODEL 1930 'I'Wo 2� �� I� REVIEWED PCI'" CODE COMPLIANdt ST. LUCIE COUNTY SOCC FILE COPY FEB 14 c E E m 5 a c N v 6 ii v m N ) 5 0 a �Cp OQt% cr 4r ZO O. A, DROVES ..N` to 10 �5g9 N W KL� Z �M,m it?riW tS yOG d d 0;z & I1 W ahwfi a W =LLyp IL LL u5 W aLL- deity mR Z �O/� pm'$Q � Z O P hq�g /R �/�Pgnm OpN WISH VV 02E0 �mmO a¢; v LU ix 0 y a e ¢o� �11NLeia U o {//w■■■ 1l Z m 8 W Z � ¢N Q o Q s Z a W Q) Ong h E w H � E Fj oW 0 _ m2 �(ri to c m f� U ENE _ W 00 r _ v "1 ¢ d W am DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O N Y F_ Y z W w >�00 0) to 40 'IT z Cm V = m LO 6: 0JL11Z) OOD o JmU)V) Ln LL Model Name / Number: 1930 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8487 Sheet: Of. COVER SHEET a BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TCP aOTTOM MARK .SPACING SPECIES CAP.(P10 NO FBW71 18" (2)16d TOENAILS (2)16d TOENAILS SPP UPLIFT BW2 SP2 W1 S)-10d SP1 W/ (6}10d 16' STUD. (61104 PLATE STUD, (4).JM PLATE SPP 402 : BW3 is, (2) SP2 W/ (6) 10d (2) SPS W/ (8) iOd SPF am D, (011041 PLATE STUD.. 4 10d PLATE NO -.. 16" (2)...16d TOENAILS (2) i6d TOENAILS $YP UPLIFT BWS 6P2 W/ (B-10d SP1 W/ (s)4W 16, STUD 6 10d PLATE STUD. 4 PLATE SYP 439. (2) SP2 W/ (6) Sod` SPS W/ (010d BW6. 1s, STUD 6 10d PIA U STUD 106 FLATE SYP $78. NO BW7 12" (2) ISO TOENAILS (2) led TOENAILS SPF UPLIFT Bw$ SP2 W/ (%10d SP1 W/ l4iod 12. STUD, (6)1Do PLATE D, UM PLATE SPF 535 jj-xam�. (STUD, of a l 12, (6)10d PLATE STUD, (4) J.Od PLATE SPF 1070 BWlo 12" (2)18d TOENAILS (2) S6d TOENAILS SYP 0 BW11 : W/ (8}1Dd : sal W/ (e)lod 12-SP2 STUD, 191 10d PLATE. STUD, 4)10e PLATE SYP am BW12 (2) SP2 W/ (6) Mid SP1 W/ (6)401 `12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1110 BW13 NOT USED TOP O. F WALL -L OUBLE 2x TOP PLATE SEE -PLAN 1 MASONRYWALLOR ICF WALL. SE PLAN 2x STUDSPER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR. PLAN FOR ABOVE MIN SIZE. SEE WFOS/S3 MR CONNECTION. INFO. IF HEADER IS WITHIN WALL. INDICATED ABOVE WITH EE. MSO3/34 FOR NO UPLIFT CONNECTORS BRO WALL TO INDICATED IN WRI9 CAN. MASONRY WALL BE IGNORED CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d.TOENAILS 0 TOP & BOTTOM EACH ENO FOR WALLS.. PER. PLAN/ TALLER THEN B'-W SCHEDULE ABOVE KF. SEE PoUNDATION :^ : . - -t. PLAN FOR MORE 2X P.T. W/ 1/2 A.& • 32- G.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSONSETW/ SW=SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN, REQUIRES MIN :- ALT.. SIMPSON 1/2". MEN HD S2" O.C. 7/16. OSB PLYW'D W/ SAME W/Sd NAILSAE SEE G NERALBNO E e BRIG. WALL DETAIL FIELD DGE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED ONO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR. SPF #2 UNO ON PLAN, 3. CONNECTIONS TO BE INSTALLED TO EACH SAID AS INDICATED 4 SP4 SP5 AND BPS CONNECTORSCAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND O SP2 IN EAB "Off"INDICATED ON SECOND FLOOR 6 1F'SW' INDICATED ON BASE CONNECTION TO HONORED. SEE 3.1 ORCATm DETAILORP OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd O RRSr LDO ONLY) FIRST RAOR CONNECTIONS. (NOTE; 1H44 IS FOR 2 STORY PROJECTS ONLY) 8 IF "SW IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/15' OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTEWOR WALLS.W EXTERIOR SHEATHING ATTACHED. PER NNUNIS SCHEDULE ANA AND . SEE PLAN AND WALLS SECTIONS FOR SAID ACT AS SARING S. IFTRC BFMD76 WALL IS WALLS R WALL O TIES MOTHESEWALLS ARE ONLY WITH THE BWS lUFr LOADA AND NOT HAVE UPLIFT, THE STUDS ARE 10E NAILED TO THE AND T THE THE CAN AND PLATE TA N NAILS WILL PLATE ATTACHED WITH HARD PLATE AND THE PLATE PLA 2x LA CAN 8 CH CAS NAILS (GUN )AND T T SCHEDULE. THE OFATHE NOT REQUIRE THEE NAIL BOLT ATTAANGLE THROUGHNT THE SD D PLATE 8 ONE NAIL AT AN ANGLE THROUGH THE SAID INTO THE PLATE TO ACHIEVE THE CABLE LOAD.. Lod=O.1A8' DN. x 3' LONG TABLE LOAD. t COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPL FRLb) [-oil (3).2 x 4 #2 SPF (4)' Sfid TOENAILS 0 ® (3) 2 x 4 #2 SPF T72Z W 1 ' WEDGE / /2 DGE ANCHOR*& (S)1/4:" X 11/2" 2145 SDS SCREWS (3)2X 4 SYP #1OR- (4)- led TOENAILS 0:.. DT114 W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR" & (0)1/4" X 11/2* 2345 SOS SCREWS ❑4x4P.T.#2 SYP POST ABU44 W/5/8-ATR*• & (12) 16d NAILS G-6665 u - 2200. 6A 6 P.T.#2 ABU66 W/5/8'ATR** 0-12000 SYP POST & 12 •i6d NAILS ( ) U- 3W 2 Ox8 PT.#2 ASUSS W/(2)•siW ATR*- G-243U QT SYP POST &(18)-i6d NAILS U<2320. ® 3.5x 3.5 P.L.HDUSSOS2.5 LSE R-2AO O PSI W/ (14)1/4' x 21/2' SOS WS & 5/W EPDXY 5m (WOLMANIZED IF EXT.) MICHOR ORATR** x 5.25 P.L HDUSSD82b W/114)1/4' x �3.5 . 1.8E Fir=2400 PSI (WIDILMANIZED IF EXT. 21/2' $OS WS & 51W EXOPY ANCHOR OR ATR** 5645 C10 3.5X 7P.1. 1.8E Fb"2400 PSI HOUEVSDS25 W/(20)lj4"x 21/2 SDS WS&7/8 EPDXY W70 T2LTA117 IF Exr.) ANCHOR OR ATR*** C11 55.5. 1.8E Fb-2400 PSI. (WOLMANIZEO IF EXT.) HDU831D92.5 W/ (20)1!4' X 21/2' SDS WS a 7/8" EPDXY ANCHOR, OR ATR*** 78TO 7 x 7 P.L. HDUS-SOS2.5 W/ (20)1/4' x C12 1..8Efo•'2400 PSI 21/2' SDS WS a.7/8- EPDXY 7870 LAfANIZEO IFEXT. ANCHOR OR ATR*" GENERAL COLUMN NOTES 1, SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. S. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT 5 EMBEDMENT FOR 1/2 .ATR 6 EMBEDMENT FOR 5/8. ATR 8 EMBEDMENT FOR 7/e ATR 5. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET. FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL OKAd ENOTFINAIL SPACING Sd 0A%' X 2'A' 0431- X 214' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS led OR 12d. 0.148- X 3' OAX' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A' 0.131" X 3 U" NAILS & TOP PLATE i2d 0.149' X 3lA 0.131' X 3'A 8 O.C.(COMMON) STUD WALL 8" D.C." NAIL CORNERS loci 0.148" X 3" 0131' X 3' 8' O.C,(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS LBe 0.162" X 31h" O•.tSl' X.3'A" (2)16D(COMMON) ISEE PLAN BEAM SCHEDULE MARK ' BEAM SIZE" CONNECTIONS 12).- 2 x 8 #2 SVP W/ 7/16"- CONNECTION: PROVIDE I2) 00 RJPCH PLATE: NAIL SIMPSON U TAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS .012'... OR(2).SIMPSON HETA18 TO CMU.. O.C. TYR EACH SIDE COL U.N.O. ON RGF PIAN. (2)- 2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) 4 OSS HUTCH PLATE. NAL SIMPSON LSTA24 OR(2) BEAM TOGETHER USING (2) SIMPSON HM20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE GOL U,N.O. ON ROOPPLAR..:. (2) -2 x 12 #2 SYR W/ 7/16". CONNECTION: PROVIDE (2) OSB FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) P. TOGETHER USING (2) SIMPSON KTS20 TO WOOD POST. ROWS OF 12d RAU 012' OR (2) SIMPSON HEALS TO CMU D.C. TYR EACH SIDE COL, U.N.O.ON ROOF PLAN. - (2)-13/41 x 13d/4" LVL : CONNECTION: PROVIDE (2) ON: VIDEOR(( / ZOE Fb-2600 PSI.. NAIL BEAM SIMPSONNNECT PR �RkAd\ TOGETHER LISNGt2) ROWS SIMPSON HTS20TO WOOD POST 'v" 1/4' x S 1/2' SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS ®. d.6" O.C. TYP. EACH SIDE. COL U.N.O. ON ROOF PLAN. (2).13/4" x 117/W LVL 2AE Po21aO0 PSL NAL BEAM CONNECTION: PROVIDE (2) TOGETHER USING R) ROWS SIMPSON LSTA24 OR (2) A/4" x SIDS WOOD SIMPSON HrS20 TO WOW POST $ 01 SCREWS ®18' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOFPLAN. (M-.I 3/4" x 10" LVL 2.GE Fb"2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24OR(2) 1/4" x S 1/2' SOS WOOD SIMPSON KTS20 TO Woo POST '. SCREWS • is' O.C. TYR - OR (2) SIMPSON HEn18 TO CMU ' EACH SIDE COL, U.N.O. ON ROOFPLAN. GENERAL BEAM NOTES 1. VERU-Y WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2..81E MAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S,:BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. - HEADER SCHEDULE MARK HEADER SIZE REMARKS Hl (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 95 ; , VW 1l2' FLITCH PLATE THIS SHEET :H2 (2)-2X8#2SYP SEE GENERAL HEADER NOTE #5 VWiff FLITCH PLATE THIS SHEET W-2X1 #2S'YP 0 SEE GENERAL HEADER NOTE 05 E 1/2' FLITCH PLATE THIS SHEET H4 -2X12#2SYP: W/ SEE GENERAL .HEADER NOTE ffS Wltf2" FLITCH PLATE THIS SHEET O (2)-1314-X 111/4 ATTACH TOGETHER WJ(2)ROWS 114-X314? LVL 2.OE F�2600 PSI SOS WD SCREWS. 6'�•C�TVP.EACHSIDE H6 (2) -13/4' X 7 114 ATTACH TOGETHER W113)ROWS 114-X 3112 LVL 2.OE Fb✓I600 PSI SUB WD SCREWS@ IS` O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2rA WALL 2x6 OR 2x8.WALL JACKS � KINGS JACKS.: KI S NG SIZE EA Eta FA. END EA. END EA, END :. - '-11' 1 A" 3 1 O 2 O 1 O 4'-O" - 9'-0" (2) 13) - (21 f GENERAL HEADER NOTES 1, VERIFY W/ PLAN COFEtECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE FLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE.: FOR REQUIRED CORRECTIONS UNO ON PLAN 3, IF WADER IS ON THE 2nd FLOOR SEE PLAN FOR MCATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENEDTO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x100R LARGER. S. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (3)160 (GUN NAILS) 131-01, 200-6" yg" .19 8,"8" 6" 6" S$ I T>!P, COVERED FATIO 20'ONIO'O" `� 41.8" 12,-8" ' 5'-0". 17'-0" D i , DBL 25 SH r DOW 4y DBL 25 SH ' DBL 25 SH I It2868 EGRESS EGRE HOSE BIBS 15-2:". y9,:6" 14•.0":, i �i Fn I �I BEDROOM 2 i 8' CEILING " f OWNER'S SUITE 1 LIVING 8' CELIING WSOl I. o. VAULTED CELIING I S-2 r N " Q 2'-4" 4 I .SOS. fV S-2 ilr DBL 2068 2668 �3W 11 -0" co -. - - - - - - - - - m DOOR, PER N R/S c ACCESS1BIL1CODE 6" WALL ;, ......N. S68 W BATH ' 8' CLG a .. 3 ur 36" FLAT BAR , HALF W i m ALL. i TOP ON 34*h" x rSfi W/CAP m m t WALL z 4 _ 2 =6" 2,• i. 2,,8 ,_ " ,, " Q„ � 1 25 1 5 2 11 5 r4 5-0 I. , ' o o O ALL „1 - _ _ _ INTERIOR RIDGE- - - ---- -------- Y�N' 2x6 Z _____ ____ - - _ ` ". i/z" FLIT H (1 SIMPSON � $'-CELNNG I "" > LSTA L EACI I SIDE ' N I , / . .I m ' ` \ `q PP 1 8' CELIING a a GARDEN TUB 4` 3X4 i - Y N w � .. VAU4TITCHIE�N 4'-Z" 4.4" 5' ' F.G. 4 BEDROOM 3 /� FRAME WALL WITH Hl R/S +. 11 SHWR Q m N R-11 INSULATION :. _ _ o = _ _ . _ _ - COMP. UNIT 8CELIING. a , e rL O i (AT GARAGE) H1. PROVIDE PLATFORM C2 FOR HYACUNIT . .__-_-- W.H. �� rP VERIFY SIZE WITH ATTIC ACCESS (iu II l LOCATE IN FIELD �.--22" X.3Sr I3_MIN----::. BREAK IN CLG. LINE tF "J r T ■ •� ..: - a s➢ e rR D. MS 3eVENT -1 ee m Q IT-1W e.: 17�I 1♦,,,® a BEDROOM ' C �� ,I/ 7FMr • .ram Ad ®"Try - - EGRESS CIMIRT 8' CELIING. 4 s 12- SQUARE .COLUMN : 4'-0" 2';0" 3,-8; 35 SH OTYP. ® 8.0„ ENTRY 1<1�>FORELEV. "A" 6'-0" 35 SH cP HNNSON BOX T"J ( (� �) 138" AFF R CD21: q $-2 (n 8 .SEE DET. MS03 ON SHEET SA. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED Q 8" O.C. (HT74 NOT REQUIRED): 13'-0" 19'-0" -101ri 2-CAR GARAGE 8' CELIING N _______.________________________ _.----_--__ _-__," ' I 1 ' @SV i ' I. � r i 1 , I , i S ' S•2 J HOST , Buse ' H ' I ' i 16X7 OVERHEAD FLOOR PLAN SCALE: 1/4" -1'-0" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE8 A +27.6 / "29.9 B +27,6 / -37.0 +26.5 / -28.8 +26.5 / 34.4 �+24.8 / -2T.1 IF +24.8 / 31.1 +24.3 / -27.5 +23.3 /-26.0 NOTE: 1. MIND SPEED LISTED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES. LISTED ABOVE ARE 'ALLOWABLE' PRESSURES c WALL LEGENDto ., FRAMED WALL --�� BEARING FRAME WALL v _-- S ALL'2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS• SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. MASONRY WALL NNE+ 6 GENERAL NOTES 1. 11302.5.1 Door from garage Into house must be a w minimum 13/80 solid wood door, solid or a honeycomb steel door, or 20 Minute foe hated door. 2. Bathroom exhaust fans must vent to the exterior of V the building, exhaust to attic space and Soffits is not 8 acceptable. Ventilation shall be permitted to exit through the soffit if. solid soffit is Installed. W-C" on each side of D the venting. r m 3. R302,8 The garage shall be separated from the reSiderl0e and it's attic by not less then 1/2-inch (12.7mm) gypsum board applied to the garage side. Garagebeneath roomsshall beseparated from all P hab)t8blerooms above by not less than 5/8 inch .� (15.OMM) type X gypsum board or equivalent. Where g the soparaticn isa floor Gelling. assembly; the structure supporting the separation shall also protected by not fen than 1/2.inch (12.7mm) gypsum board or equivalent. w 4. R312.2.1 Wfndow sills In dwelling units, where the opening of an operable window is located more than 72 Inches (1829 mm) above the finished grade or Surface below, the lowest part of Vie clear opening of the window shall beta minimum of 24 Inches � (610 mm) above the finished floor of the room in which the window IS I etl. I Dear Gazing between the „ floor and 24 inches (610 mm)shall be fixed or have - .openings through which a 44ncndfameter(102 mm). ph re cannot sphere n pass. S 5. R308.4.2 Alt windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass, 6. Calling for exterior erodes and covered porches to hSV0 7/16". span rated OSS nailed per zone on ur roof diagram nailing schedule or 5/W CDX. 1X.T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to m unc a.dk lorleil spaces e.. STUDS and crawl spaces) pe ( g , s pal ) C shall be weatherstrlppedand Insulated toa level equivalent to the insulation on the surrounding w surfaces. 8. Laundry Note: (Unless noted otherwise) Provide dryer Vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff TA E 9. Ceilings for exterior entries and covered porches to be 4� 7/16" OSB on underside of roof trusses Shelf be o attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails BE6" O.C. field and 4" D.C. at edges or 7d screw a shank 3" O.C. field and 4" edges. Vinyl Ceiling to be attaches to OSB per manufacturer speolncati( ns itECEIWED o FEB 2 8 2020 0 ST. Lucie County, Permittingco c moo S CO �t�Fp T ((Opp. S1 0 H D < ai 0 -0 0�p 9) S <. G ,3(nog QQ 8 0 03 .. 7 m AREA CALCULATIONS let FLq i 1918 S.F. a A TOTAL L!VANG (AC) 1918 S.F. GARAGE COVER 414 S.F. ) ENTRY (BASE) 24 S.F. R CCVERE8 PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2556 S.F. ti ia 1- gcw.ga ,r LO go HIE re sd d I � ILI Al2bz WE �. i d0 f5 s u. � a a �LV a, •m a e o rr N I sip v Q 3 0 pp F E WWN.fDSENd.00A1 000 , V/ z"� z Q 0 J a o Z P#1 to 0S Tar) a0 w F- lp � DV) m U W O�� 6 o A DAMS HO y I II FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE xJ 5 Va 0) W t4 C) '00 u �a FL O /W� J W V J (n fJ L Model Name / Number: 1930 Plan Issue Date; Monday, December 23, 2019 KA PROJECT NUMBER: 19-8487 Sheet: 2 Of. FLOOR PLAN IIIIIIIII BEARING WOOD WALL SCHEDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM SPECIES SPACING CAP.(pl0 NO BWl 18" (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT BW2 is' SP2 W/ (6}10d SP1 W/ (e)10d STUD, (6) 10d PLATE STUD, (4)1od PLATE SPF 402 BW3 ig• (2) SP2 W/ (6)101 (2) SPi W/ (6)10d STUD. 6 16 PLATE STUD, 4 1Ad PLATE SPF 803. BW4 NO 16" (2)16d TOENAILS 12) led TOENAILS SYP UPLIFT gyyg SP2 W/ (6)-10d SP1 W/ (e) 0d STUD 6 10d PLATE STUD 4 1od PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPl W/ (6)-i0d 18• STUD 8 10d PLATE STUD 4 iOd PLATE SYP 878 BW7 NO 12" 12)16d TOENAILS (2) led TOENAILS SPF UPLIFT gttrg SP2 W/ (6)SOd SPS W/ (6Hlod 12' STUD, (6) 10d PLATE STUD, 4 IDd PLATE SPF 535 12' STUD, (6)10d)PLATE STUD, () Iod PLATE SFF 1070 BW10 12' (2)led TOENAILS (2)led TOENAILS SYP 0 BW11 SP2 W/ (a}1od SPS W/ (6"Dd 12" STUD 6) iOd PLATE STUD, (4 30d PLATE SYP - 585 BW12 Ion SPI (STUD,26)10U Od 12" PLATE STUD, (4)1101dd PLATE SYP 1170 BW13 NOT USED TOP OF WALL /--DOUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER PLAN/ SCHEDULE DOUBLE 2x HEADIWALL SEE FLOOR PLAN ABOVE MIN SIZE. SEE WF FOR CONNECTION IF HEADER IS WITINDICATED ABOVE -SEE MS03/S1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2X MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION ., PLAN FOR MORE 2x P.T. W/ 1/2" A.S 0 32" O.C. W/ 7- INPO. EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN, SREQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. 7/16' OSB PLYW'D W/ SAME EMBEDMENT Wad NAILS AT Woo SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES i SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2 ALL STRUCTURAL LUMBER MBE TO BE SYP 41C SPF 02 UNOONPLAN, 3 CONNECTIONS TO BE INSTALLED EACH STUD INDICATED S 4. SP0. AND C IT CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND NDI SP2 INDICATED IN SCHEDULE ABOVE IN 5. IF TW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED SEE WF06/sS.i OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF 'SW` IS INDICATED THE W ALL IS AND REQUIRES MIN, QUI 7/16'DSG PLYWOOD NAILS AT 4" O.C. IN FIELD AND EDGE AT 4' 0EREDASHEAND ED III SIDE WALL EXTERIOR S / 7. ALL 2z IXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE NA E ACT AS SHEARWALLS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE B. IFTHE BEARING WALL IS INDICATED N THE BW4, BW7, THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO HAVE U STUDS HOT HAVE UPLIFT, THE STUDS ARE TOE f0 THE TA THE 2z PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAIL$) AND WILL NAILS) AN PLATE ANDREQUIRE NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE WALL SCHEDULE, 9. ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE THE PLATE TABLE LOAD. l TABLE LOAD. lOd=0.14a"DW.x3"LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1. (3)2x4#2 SPF (4)-led TOENAILS 0 D172Z W/ 1/2- WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8)1/4" X 11/2- 2145 SDS SCREWS (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS 0 DTT2Z W/ 1/2- WEDGE C4 1 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" - 2145 SDS SCREWS Fc7s. 4 x 4 P.T.#2 ASU44 W/ 5/8" ATR** - 66555 SYP POST & (12) -16d NAILS2200 U a6 x 6 P.T. #2 ASU66 W/ 5/8- ATR** G -12000 SYP POST & (12) - Ted NAILS U - 2300 8x 8P.T.#2 ABU88 W/(2).5/8"ATR**. 0=24335 C7 SYP POST. &(18)-16d NAILS U=2320 3,5 cs 1.8E x 3.5 P.L. F�Z400 PSI HDU5SDS2.5 W/ (14) 1/4" x 21/2- SOS WS & 5/8" EPDXY 5845 (VOLMANIZED IF ENT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5-SDS2.5 W/ (14)1/4" x 1.8E Fb=24DO PSI 21/2' SOS WS & 5/8" EXOPY 560 RVOLMANIZED IF ADO. ANCHOR, OR ATR** 3.5 C10 1.SE x 7 P.L. Fb-2400 PSI HDU850S2.5 W/ (20) 1/4" x 21/2" SDS WS & 7/8" EPDXY (WOLMANIZW IF EXT.) ANCHOR OR ATR*** MO 5.25 C11 1.8E x 5.25 P.L. Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4.x 21/2" SDS WS & 7/8' EPDXY 7870 (W'OLMANIZED IF EXT.) ANCHOR, OR ATR*** ' 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1./4• x C12 1.8E Fb-2400 PSI. 21/2" SDS WS & 7/8' EPDXY LMANIZED IF EXT. ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/8-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8' ATR 8'. EMBEDMENT FOR 7/8' ATR S. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE 44 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL AIL vs. PNEUMATIC GUN NAILS: DG A NAILDIA:LENGTH NAIL SPACING 8d 0.131- X 2 W OA31' X 2 W SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS Ind OR 12d 0.148". X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148" X 3 Y*" 0.131"X 3 U' NAILS & TOP PLATE 12d OA4W X 3 °A" 0.131' X 3'A- 8' O.C.(COMMON) STUD WALL 6' O,C. GUN NAIL CORNERS. 10d 0.148" X 3" OA31' X 3' 8' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 18d 0.182- X 3 A4" 0,131" X 3 -A' (2) IBD(COMMON) ISEE PLAN (3)18D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OS8 FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 70 CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 42 SYP W/ 7/16" CONNECTION: PROVIDE (2) f1,t OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 32" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2).2 x 12 42 SYP W/ 7/16" CONNECTION: PROVIDE (2) Gas FLTfCH PLATE, NAIL SIMPSON LSYA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR 12) SIMPSON HETASB TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4-x111/4-LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING 12) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 416" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL, U.N.O. ON ROOF PLAN,- ^ (2)- 13/4"x117/6"LVL 2.0E PSI. NAIL CONNECTION: PROVIDE(2) USI TOGETHER USING (2) ROWWSS SIMPSON LSTA24 OR (2) 3/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA19 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -1 3/4' x 16" LVL 2.0E Fb=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING 12) ROWS SIMPSON LSTA24 OR(2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 IS' O.C. TYP. OR (2) SIMPSON HM16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1, VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2, BEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS. ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2)-2X6#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2" FLITCH PLATE THISSHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET (2) -2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET kL5 (2)-1314-X 111/4 ATTACH TOGETHER W1(2)(jOWS 1/4-X 3112' LVL 2.0E Fb=2600 PSI SDS WD SCREWS W IT 0.C. TYP. EACH SIDE (2) - 1314- X 7 1/4 ATTACH TOGETHER W1(3)ROWS 1/4"X3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS M 16' O.C, TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 20 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA.END EA. END EA. END EA. END V-O" 3'-11" (1) (2) (1) (2) 4'.0" - 9'.0" (2) 13) (2) 12) 1010"-16'-0" I3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE Let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' O.c. ALONG EACH EDGE OR (3) ROWS IF 2x1O OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. m v OP t- N II . 4' 8" Dt31O25 SH iEGRESS 15'-2 F:I O, BEDROOM 2 OP :P S' CEDING N I 43 I a tm':T, r : 4. I ®� .• rc s OQ N BEDROOM 3 N m ZN 8' CEL[ING 2668 - iV R/S 668 MS03 S-1 t ti - BEDROOM 4 8' CELIING EGRESS 35 SH O 8'-0" 50'-0" - C6----M3 TYP. I COVERED PATIO 20'0"x10'0" BM6 i ' DRL 25 SH 2868 LIVING 4 VAULTED CELIINI 36" FLAT BAR TOP ON 341h" 4' 6" ' 4' 11" WALL 5'-2" 2'-6" 2'-11" Z� INTERIOR RIDGE ------- ---- ---- __- (2) 2X5 %" FLU 1 5: LSTA YzYI / \. KITCHEN . N O VAULT CELIING FRAME WALL WITH - R-11 INSULATION (AT GARAGE) LO i BREAK IN CLG. LINE -----------------6r- 2868 - Ph � W IkkGNNI F YETIDINING N 8'CELIING 8'CELIING �NDRY 1 8'CELIING q 3 IU ro w DRYER VENT OY Y 9'$" THRU ROOF MAX LGT�35' 3068 D �I W '• EGRESS 4/____ CELIING -" ap © HANSON BOX / u N @ 38" AFF Q 12 "SQUARE CD21 COLUMN I I S-2 Fo TYP. 0 ENTRY FOR ELEV. "A" 11'-4" SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED C 8" O.C. (HTT4 NOT REQUIRED) 19'-0" 50'-0" I BMS I 17'-0" 1a-a° DBO 14'-0", FIO i OWNER'S SUITE H S' CEILING Ibt So' S2 i DOOR, PER ACCESSIBILITY CODE 2.8" 1.6" r - OHALF WALL W/ CAP . 2 5" 1 11" 5-4' i � . I g•-0" W �N�yy O th W� - - @A 111 SIMPSON 8' CELIING SIDE I y>� I I W.I.C. " IJ Q. 8' CELIING a GARDEN TUB a 3 X 4 4 2" I 4'-4" 5'-4" F.G. 4' " SHWR R/S -_H1oc"o COMP. UNIT PROVIDE PLATFORM FOR HVAC UNIT ------------- --, CWH O o VERIFY SIZE WITH ATTIC ACCESS MPGR LOCATE IN FIELD `--22_X36"_MIN ----, NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION F HW2 REOUIRED BY MUNICIPAI VS„ ! ---------- MS03 18'-O" T 16X7 OVERHEAD FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS '-8" Ian v 00 N 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29,9 +27.5 /-37.0 +26.5/-28.8 O +26.5/-34.4 O+24.8 / -27.1 F +24.8 / -31.1 +24.3 / -27.5O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING NAI_( ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/24nch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor-celling assembly, the structure supporting the separation shall also ;\n protected by not less than 1/2 inch (12.7mm) g tmN ° gypsum board or equivalent. c 2 s Pa. - d="00 4. R312.2.1 Window sills In dwelling units, where the vi $ o? ft 4 opening of an operable window Is located more than m � Z LN.�, 72Inches (1829 mm) above the finished grade or Surface below, the lowest part of the clear opening $ '" ~ a of the window shall be a minimum Of 24 Inches a 3 1 LU ; ! w Q (61O mm) above the finished floor of the room In m L �, LU which the window is located Glazing between the � z OU$ f z o floor and 24 inches (610 mm) shall be fixed or have )? . £ s D: 5 openings through which a 4-Inchtllameter (102 mm) ' w g r.v m E Sphere Cannot pass. LbnT G Z r g a a 8 LL W a °� 3 "a-8 ¢ p a 5. R308.4.2 All windows within T-O" of doors. and In 1! p ¢ p shower 0r tub areas will be safety tempered glass, o o I - a F $.€. wwa.wsDaG.cdM ❑ ❑ ❑ B. Gelling for exterior entries and covered porches to��, have diagram span rated dui nailed per zone on roof diagram nailing schedule or 5/8" COX m \fVl d�f Z g 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to Z unconditioned spaces (e.g., attics and crawl spaces) $ ¢ `o shall be weatherstrlpped and Insulated to a level .3 C- equivalent to the insulation on the surrounding c s surfaces. z $ ) 7 a 3. Laundry Note: (Unless noted otherwise) Provide dryer (1} .m vent thru roof max. Igt. 35'-0', washer & dryer units 9 +' W (washer unit to be always on left side when facing 5 C) E units) hanson box 0 36" aff ffi 0- - 2 O3. Ceilings for exterior entries and covered porches to be � s"'�'c mPT 7/16" OSB on underside of roof trusses shall be o \ / 04; attached toall framing members with 2x blocking`con - provided at perimeter. The OSB shall be attached w/ 8d W w o` C4 8 nails at 6" O.C. field and 4" O.C. at edges or 7d Screw c '- shank 3" O.C. field and 4" edges. Vinyl Ceiling to be attaches to OSB per manufacturer specifications H V p y n yM� C x Y a 6 Pc 4 m era DAMS HOMES 9� 5 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ; 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 JR DIVISION LOCATION: REVIEWED FOR PORT ST. LUCIE CODE COMPLIANCE Job Information: ST. LUCIE COUNTY BOCC Crr v Y Q N 2 o 04 40 w FILE COPY > m �y_� Z W 12 Lo 120 OJLu Qo y J m U) U) m Mode[ Name / Number: i 1930 I' AREA CALCULATIONS Plan Issue Date: � � Monday, December 23, 2019 1st FLOOR 1918 S.F. m � KA PROJECT NUMBER: v TOTAL LIVING (AC) 1918 S.F. 19-8487 T GARAGE 414 S.F. Sheet: OC COVERED ENTRY (BASE) 24 S.F. R COVERED PATIO/LANAI 200 S.F. p TOTAL AREA UNDER ROOF 2rr56S.F. L4 FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN VGo z N p it ems-. .,�• 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF SEE _PLAN _F f ;0 R(11 #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE $ 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR F F VARIES LAPPED MIN. 6' AND SEALED. MASONRY 01-0" " — - #5 BAR CONT. BAR C W/ (1) - . i. 2 4- 2500 PSI OONC. SLAB W 6X6 1010 W W F. OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD BERME H/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER4,14 FOR j FIBERMIX, OVER 6 MIL VISQUEEN VAPO BARRIER& TREATED FOR TERMITES. p I 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR. TO REINF. N W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT SEE PLAN, M DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. REBAR 4 CONSULT W/ MANUIR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2' = "-0' FM02 SECTION @ GARAGE 1/2" = ,_O. 5 EXTERIOR SLAB$ SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O.'ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWK G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOLING 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 II}}SF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIIfEMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEE 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 FM03 I THICKENED EDGE 1/2" = 1'-0" _ 1,-0„ EQUAL'LIFTS ON THE NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED FOUNDATION PLAN HAS SEEN DESIGNED FORA MINIMUM SOIL BEARING CAPACITY OF 2000PSF. I[-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 2% BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE DOOR. EXTEND 6"BEYOND OF GARAGE F.O.M. EACH END, TYP. GAR. FlN. FLIT. -* &(2) FOOTING SCHEDULE MARK srzE OFPrH. RanwROlrva GW.DSNil F1.0 1'-0" X COM. 1'-0" 2 #5 E.W. BOT. T000 F2.0 2'-0" X 2'-0" 1'-0" 3 #6 E.W. BOT.7200 ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRNE 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR #5 REBAR 2 STORY: 2(C)ONT W 3 - #5 CONIT. Fz.5 2'a" X2'a" V,0• 3 #5 E.W, SOT. 11000 . F3,0 31-0" X 3'-0" r-0" 4 15 E.W. SOT. 15600 FM09 SECTION @ GAR. DOOR 1/2"=1'-D" FM10 INTERIOR BRG WALL 1/2' 1'-0. F3.6 3'$X 3'A• 1'-0" 405 E.W. 30T- 21500 2x BRG. WALL 2 STORY: 20" X 2.0" (SEE FLOOR PLAN F4,0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. ROT- pgppp F4,5 a -6• z a•�• r-4" S #5 E.W. eor. 34500 W/ (3) - #5 CONT. FOR MORE INFORMATION) F5.0 51-0• X 5'-0•. 11-4" 6 #5 E.W. 30T. 42500 6O" 1'-4" 7 #5 E.W. DOT. 61500 d � 4" 16" 4 2"#5 REBAR FM11 STEP DOWN BRG. 1/2" =1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a - PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" SEE I `I SEE SEC. (1) # BA WITH CURB (1) #5 BAR CONT.. (G.C. VERIFY) 'a0 Z F.F. REINF. (SEE PLAN) 2 #5 CON". INSTALL LINING t '>r - ', " .+r' 2 #5 BENT BARS W/ MATERIALS PER FBC-R P2709.2 MIN. 25" LAP SPLICE `,• MUDDED FLR. 16" �'. SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER I 1/2" = v-o" FM18 TYP. STEP FTG. DETAIL 1/z' = r-0'• ALTERNATE: REINF THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF, SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 1t5 X 25" X 25" CORNER BAR ONE N - FOR EA. HORIZ. N REBAR, TYP. U.N.O. " (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-i/2"=r-0" FM23 I TYP. FND PENETRATION 1/2'=1'-0' LEGEND 0 -INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING -INDICATES CONCRETE FOOTING FM19 3 TYP. CORNERS 3' 4" a 5 0' 3F 4" 61 0" 0 5' 6" 6' 6„ 1, $„ 1610. 11 8 T 0^ 12' 0" 19' O„ IL 50, 0". FOUNDATION PLAN SCALE: 1/4" = V-O" ALL ELEVATIONS ►3 Q. si SE bv` � u C2 0LN N anOFOSS E _ i 20 t.Npi �j OM1O � 1R m ve q g 1 82 Z iW ayiM1ryN LL 1Y LL 1 � I•CNw� 1 mB�E� l �gH� ICI o W _gym= w t LL V ! "gP Nd Vr�� nay ts Z O g� z9 to o _ 0 #N �pEm YA in In O Z�/Ql. cmaia.J�N m ER W � Be]o f a www.F05EN cw ❑ ❑ ❑ i i p Z I`• M z Q a. z s a v 1z E o IE w p � C m V L° N E _ w0$ . ~ =Nr�j c Lo 1 FLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 0 DIVISION LOCATION: PORT ST. LUCIE "VI Job Information: m 'a o r►/ M1 LL N M 0 C y Y Li a W Z > ? Ev 00 LLJ r o m m m C 9 > M U O J Lu z) OD O Jm(n()`O Model Name / Number: 1930 V I Plan Issue Date: Monday, December 23, 2019 � V KA PROJECT NUMBER: Y 19-8487 Sheet: I'� Of: � 3 fio FOUNDATION PLAN TO SEV LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL I GHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1918 x 3 = 5754 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,304 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,304 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 0 100% = 10,000 + 40% OF "A" = (.40 x 24,304) = 9,722 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,722 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL \VN1( yj M �H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24AL ALTERNATIVE PROTECTION BARRIER N-T.S. 3" VTR PLUMBING RISER N.T.S. B BIBS COACH LIGHT COACH LIGHT ELECTRCCAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dSA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED- 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 61h EDITION FBGR 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 $ SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH CEILING MOUNTED FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUT GROUND FAULT INTERRUPT WP WATER PROOF W/ GROUND FAU (b 220 VOLT OUTLET It SPECIAL SERVICES OUTLET MT.V. CABLE OUTLET TELEPHONE CABLE OUTLET ® RECESSED LIGHTING WATER PROOF RECESSED LIGHTING ® BATH FAN BATH FAN W/ LIGHT ® L.E.D. DISC LIGHT ® SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING u—ri — TRACK LIGHTING o CEILING FAN LET DOOR BELL CHIMES P LT v (R— DOOR BELL D0 P DISPOSAL DISCONNECT SWITCH SP PREWIRE SPEAKER J❑ JUNCTION BOX O THERMOSTAT Q LOW VOLTAGE LIGHTING C INTERCOM SYSTEM '80D OMPL AN,', OPTIONAL OVERHEAD SERVICE VERIFY.FINAL AMPS NEEDED`" SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2DO = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DIS F CF CO UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TOAPPLIANCESAND GFI Ey PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM If 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. rn O N M N N n E U O m v 0 04 z No~NN 00 Lo C2 (PI J� Ci LL LL LLJ a Li IJ,I � fi & a z Z O N=ooZoo LLZ LLJ cl 0_ WWW.FDSEN&CON ❑ ❑ ❑ Z ro 0 J Y z n ^tom W w/� E �O W Lv m IN E W OQ � F ip L� = c N N Lo !i ¢ m o m L �JJ FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: NO O W F_ z LI W WC CV m O CL 't m d (+T � m c w � ri LO a 0JLuD 0 o "_I m w U) LO LL Fv Model Name / Number: 1930 ♦ I Plan Issue Date: 1 Monday, December 23, 2019 KA PROJECT NUMBER: 19-8487 Sheet: 4 Of: ELECTRICAL PLAN 0 50 IP OF FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT 25 SH I _FIN. FLR_ 0 BO TOP OF BLOCK FIN. FLR.. SMOOTHRAISED DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION SCALE: 1/4" =1'-O" TOP OF BLOCK _ s 0 bD FIN_ FLR. n 12 6 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = 3F / 300 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust Soffit product provides 4,12 net sq in/. sf. Rid event provides 18.00 net sq in/If '. Off ridge vent provides 138.60 net sq in / sf Overhang distance y33 ft S.F. of Area to be vented (SF) 2556 s.f. Total needed for exhaustforupper 1/3 613 nets inches.. Total needed for intake soffit area, lower 613 nets Inches Number of Off Ridge Vents for upper 1/3:needed 4 LFof Ridge Vent needed (tan be used in combo with ORV) 34 Lineal Feet of Soffit needed tomeet required 112 Lineal Feet of Soffit provided. by plan 169.- TOP OF BLOCK W'DOW HEAD HGT _ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 00 SMOOTH RAISED DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FLR. _ _ FIN. FIR. TOP OF BLOC P OF BLOC W'DOW HEAD HGT W'DOW HEAD HGT ❑❑ ■ ❑❑ 0 0 60 ;o m LITE TEXTURED DECORATIVE CEMENTITIOUS ro ao COATING (2) 25 SH (2) 25 SH ILLJJ (2) 25 SH FIN. FLR. FIN. FLR..11 2868 PATIO DOOR REAR ELEVATION SCALE: 1/4" = 1'-0" RAISED KEYSTONE SEE DETAIL HEAD HG 6" RAISED o TRIM (TYP.) �o FIN. FLR. 8"SMOOTH RAISED DECORATIVE BANDS 35 SH 8068 DOOR STYLE MAY VARY REFER TO SPECIFICATIONS oa/< an RIGHT ELEVATION SCALE: 1/4" =1'-O" 12" SQ. 35 SH REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY, BOCC V B" FRIEZE (TYPICAL) 16" X 30" DECO VENT TYp, VF �110001:1©17:1 000a000o JE]IFE]DE]FIE]� 1:101:100D L E LITE TEXTURED DECORATIVE 16X7 OVERHEAD DOOR CEMENTITIOUS COATING FRONT ELEVATION "B'f SCALE: 1/4" =1'-O" OF BLOCK FIN. FLR, j bo �gw 00 ro of $ �3 Z LLI j CO- � L�Mmd n'E afl LU wa a W � ;�qv M; W a5 W a OaFIRF i ¢ ZLq NSa 3 z o nw V 0w K m O „ —,F N N m S_ W �a g W a � e9 OUOr in N W .rDS[N&COM Cl ❑ ❑ M 0 O a c r � 0- V I z z a Ln �4� w U —H 0 0 Ln c m I� C) 2 NO E00 r '®rw-OL00U I77 ] N0N ov oD ® TARIfQ uetiwac� N 0 «� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a s DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 N Y W Z04 w� o to W \ N / M O) N � U zH— U m 'o a 0 J W:D 000 o JmU)W In Il Model Name / Number: 1930 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8487 Sheet: 5 Of: ELEVATIONS - B SEE OF G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB SEE "HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32",) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX T803 Q EQ. d W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN, SEE DETAIL TB04— — — — (VIDE '0 DETAIL TB01 a COMPLY o -- :OMENDATIONS— ATING OF DGE — _ _ DETAIL Q Q Q X a g z W Q Q (7 4 Q o < g < a EQ. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB- TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nr5 4 FT. 2 O - 1 4 FT. OI O / 3 I 1 , O xl 1 I 2 I I I I L ------------------------------------------------- 5 // F,. 4FT. O 5 Ff. 4 FT. O2 1------------------------------------ ----------� `. I � I I � I I I O O` O I 4 FT. 4 FT. O O O O 4 FT 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 O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: Sd RING SHANK NAILS @ 6" O.0 ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER SHANK NAILS) W/ 8d COMMON NAILS @ 4" O.C. NOTE: O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16- OS13 MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" MAY BE INSTALLED VERTICALLY OR HORIZONTALLY ATTACH SHEATHINGC DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO MORE RE THAN 1/8'. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1 8' SPACE IS / ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING 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 PENEFRATE SURFACE MORE THAN 1/8" 15/32" OSB (2} 2x TOP PLATE 15/32" OSB EXPOSURE1 EXPOSUREI BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET W 2X RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1 /4" 1 S_ 112" SINGLE NAIL EDGE SPACING QQ,QJ — — — I — -11 — — Ir — T — I II I II II SOLID 2xBLOCKING @ ALL II SHEATHINGEDGES(SEEII Y11111 C SECTION X-X) N II II OPENING III II — r — — nl C 41 I u 11 II III III II II III II II II I 2x STUDS °w .� — —I� II ( I i II I II I II II II BEYOND. N III I f II II II II II SEE PLAN g la - III I I I II I II I II II I I � z III I I I II I II I II II II I y I HORIZONTAL WALLELEVATION DIAGRAM 68" = NAIL SPACING ~- 2x4 P.T. BASE PLATE BEYOND SEE PLAN ��k0 CO v¢~ m O T VV)) W 0LLD.~ N W � LLNLL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) Rd NAILS ALTERNATING STAGGERED 3" O.C. BLOCKING SECTION X.X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N-T.S. TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING CS-05, E7, H7 L/R -262#.or less HETA16/PER TRUSS MFG 1810# (9)10d x 1.1/2" CID -CSP, E7P, 17P L/R -426#or less H2.5A/PER TRUSS MFG 60G# (10)Ed - A07 L/R -2166#or less (2) HETA16 / MECH 2365# (12)16d ADS, A06 L / R - 894 # or less HETA16 / MECH 1810# (9) 10d x 1-1/2" A01 - A02, A08, B02, DOI, F02 L/ R - 926 # or less HETA16 / HETA16 1810# / 1810# (9) 30d x 1-1/2" 9 10d x 1-1/2" A09-AID L/R -635#or less HETA16/MTS12 1830#/990# (9) 10d x1-1/2" 14 10d x 1-1/2" A03, A04, All -A13, B03-B08 L/R -1351#or less HIETA16/H10A 1810#/1040# (9) 10d x1-1/2"- 18 10d x 1-1/2" A14 L/ R -1351 #or less (2) HETA16 / (2) HTS20 1920#/2620# (12) 16d 48 10d x 1-1/2" A14 SUPPORT COLUMN R -1254#or less DTF2Z 2145# 1/2 WA' SDSSCREWS 8 1 4"x 1-1 2" B03, FOl CONT BRG - 442 # or less 16d @ 4" O.C. GE01/S-4 PB3-PB3 CONTBRG -209#or less PER TRUSS MFG D03 L / R - 2485 # or less HETA16 / (2) HETA16 1830# / 2365# (9) 30d x 1-1/2" 12 16d (9) 10d x 1-1/2" D02 L/M/R -529#or less HETA16/HETA16/HETA16 1810#/1810#/1810# (9)10dx 1-1/2" (9) 10d x 1-1/2" P03 L/ R - 1909 #or less 2) HTS20 / 2) HTS20 2620#/ 2620# ' (48) 10d x1-1/2" (48) 10d x 1-1/2" PO4 L/R -706#or less H10A/H10A 1040#/1040# (18)10d 1-1/2" (18) 10d 1-1/2" TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 10/3117 L=LEFT, R= RIGHT &M= MI DOLE BEARI NGS. - BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 0 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF 9NP CONrECTOR&FASTEIEAS SPIF 9M A FRAME TO HETA'6 W(I)t N A 1 Vr On 1810 HryTAZA MASONRY FETAMW(8)IWx112" w/(10)100x1e( ' 1v0 B O FPAMCTO FRAMc MbAw/(10)Bd NAILS 535 6@d RT1Aw1110)9a Mll9 616 t8h © FRAME TO H1QAW0)10dxI ,YY 1015 104U RT6AM(1TIIW x 11?' 895 1020 FRAME H:OA-2W(I8)IWx111.AT2PLYTWMEG 030 1050 RTl62wI06)10dx1Ur AT2P1.YTRUME8 036 Iwo OFRAME IO MTs,zwl(,q,aax112"wT ExTERICq 860 goo MTW,zwll,glaex, uT (Ar E%rERIOR FRAM= LOCATION INCLUDE (3) t20 TaCt4N -BI LOCATONWCLUD=(3)"�MTOEVNL61 1IX0 ne6 OFRAMETO MOTWeNe,Oa NALSAND WATA.WIT' 3330 3ga5 MUGTI5W(29)TWNAIL6ANDN8- ATAW MASONRY EMOEDMENTw SIMPSON"Mr EPDXY 12'eNOEDMENT49MP90N'9EP EP0%V 3330 44M O MRAME TU HT820 w1(2tON x 112"(AT EXTERIOR 12d6 HPN20W(24)tWxI UZAT EXTONWR FRAME LIX'ATpN NC11AE(S)12C TOFNNL9 t310 LOCATION NCI.U:IF (012E TOFN,LLS 1265 16SJ FRAME TO (2) H1`S20WMN10d x 11a'(AT =KTNIOR 2480 2800 121 H1W20 w/(481tW xt trz"(AT EXTERIOR FRAME LOCATION INCLUDE (fi)12tl IOENYL9 LOCATION INCLWh(MI 2d I0ENAL9(EA) 2510 3010 FRAMETO HGT2w1116)10dNNLSAND(2)5:6' AT.R. xUGT3 W(1B11W%ANSAND(A)6A' ATR. © MASONRY WIr EVMDMENTWSII.P1PDR EI' 1p101 w."T EIxBEDMENTW9MPSON'SET' TOM 9790 EFV a01-3 FOR }PLY) EPDXY(HUOT9 FOR 3 PLY) TO FGTRWIIS) 114'x3'MS WOOD SCREWS RFUSW(12)WWWOODSCREW6AND RY AAO('1jtiYx6'i1TENImgNCY10H80LT9 �� 4 (4)L4•xG'WFDCEEOLT ]I00se SINKERS TO a1(7) /4'+1z-1N'TRIN2 1TW 2030 � TO RYI (2)LC.T2w/(32111tl$INtER56(141 IM•x2 IM°TRRN(2PLV TRU99) ySppM 40fQM jl)LLIGT2W(a2)10E9NKER98CO)JiD1M 31WM tF�RWE OR(18)IMSlN(FRSFORFRAME(EA) 826� anOF 1M'xrWEDGE TaPLVTRU99)E OR(32) 1Bd SMIGMS FOR FRME(EA) MIMP 4620-F TO RYI (2)W73 w/(24) IWx T 6D9 SMEWS a(a) ar x5' TRISH(2 PLY TNSS) 9]3DM 85]OM (2) WGT3 wl esi) 1/r x 2 V'T WS26 US" R0504xE Wi (62118tl 91N(ER,4 FOR FRAME(Eq) 5010E " SCREWS&M)Wx4WS(2PLYTRUM) OR(NJ I6E SINKERS FOR FRAME aWO HU410OPT HO 10 ,09)1W A(10)1W QVMW H0410 OPT H04101F W(20) 180&(1011W M3080 NAILS MISS NALS Up1050 O MAMTO HW10OPTHUU10wl(iS)TREN GN45M WA' HD4100PTI10Fw 120)1xr Gp55 MASONRY 114-x234-4(10),W NAILS U,1800 WFOGFAOLT&(10)1W"16 U0860 L2 SEAMTO MASON" HU460PTHU5w/(611WNALSB (12)G 1l4' x 2 W TITEN(TO MAS.) GN,MO OMMU HW0OPTHU46wl(6)1WNAIL95 Wt626 ON2016 FRAM= On (12) I W&(811 W(FOR FRAME) Lwaaw sY UJOIM 9YP.M (12)114-x2314'77 P 0148 IM MAS.) OR (12) Ise & (6) I W(FOR FRAME) WN30 SYP.F U6850 SY`M FRAMETO (2)fETA16UPTR)H0A20 1920 t920 (2)HTA160PT(2)MA20 O MASONRY 1-M Y wl(ID)1 W xi 1/T'OR 2365 23MMe ,-PI Yw/(10)1DI xI VY OR 1870 2-PLY W (12)1 W 2-PLY W 112) t W 2430 HIBA110 wI M)tDL N01LSAN'J (4j 1MY2 tM' 965 11'U HTWM18W B1W NN SAlID 11/Tx13/4' O O 1145 IRIS MASONRY TAPCgN8 WEDOn N O MASONRY H`OJ w/(1O)1W NALS AND (4) 1MW 114- 05 1110 WMMW(10)IW NAon LS AND NI IN1x1 N4" TAPCON9 WEOOENIQT '1`5 In" OFRAMETO H10SW(9) Wx11? NNLSAND(2) aMW P MASONRY TIIANXO ]80 910 TO OR2ZW(0)1N"x, 1IT 9D3WWD DT6TZW(M1N'xi157W915WOOD OFRAME MASONRY 6CREW6AM (1)UTBAT.0. [PoAEDW 1835 V45 6CAEW6AM (1)12'00.T.R EPDXIED wI 1510 1835 SWPSpI•$FT'BEENOIF*M SIMPwN-6 .(FE NOIF N. TO HTTEX°'(M) led # Ire NALS AND (I) w B HTT45W('26)1Wx Ir['NALS AND (1) ®FRAME MASONRY ATR.EPDAED W SIMPSON'6ET' 4315 SBO NB'O ATR. EPDXIED w' SIMPSON-Mr - seas SEE VQTE 84 BELOW) ISEE AOTE. seLO HTT4 W(18) 1W ll Irr NALS AND(1)NCe HTT45W 118)IW#Irr NALS AND N) ©FRAMETO MASONRY ATR.EPDXIEDW61aPMSEI" 9890 4235 MIT ATR. EPDXIED w' NMP6CN'6F(- - 41M (SEE NOTE N SELOW) (SEE AOTE b4 BELOW) O FMN xp � 1109WI24)1Wx14:2'NALS ]85 910 LUOIIW(ZR8dx1WNAL9 875 IONS OFRAMETO U IM9KTW(4)i141 1/2-SDSWOOD ]00 700 RT18MWea10dx1 IWNAL88 MASONRY SCREWS&(51114'x2114'TAPCONS (411N"x1 JN°TAPCONB 1SB5 1995 VGTW (18)1:4'x9' SDS HOOD SCre='NS & OFIRAIMEW MASONRI, AT.R. EFOXIEp W9MPSOX-SET' ffi5 6940 W 1T MIN EMPEDVENT TO (2)VO7W Iy)1/4'k8• SOS WOOD SGRFWa OFRAME w MI$ONRY 8�bltl'B ATR EPOA'IEOW SIMPSON 1170 11. 5E1`W 1T MM. 9&BEO&1EYT X FRAME i0 VGTW (18)1 4r B HOU4-S082.5 W(1011//"#1/T'BCSWWO 0s WOOD SIXiEW$a 3286 4565 MUGTIS V (22) l W NAILS & HTT45 wl (18) FRAME SLPEVrS a 10 Nre Ar.R 10d M11S&(IINe'BAT.R 4160 OFMMF Y TO (4 HITS w!(52110C21?NAL66 4Vs SWO (2)HTTdSwI(5211&Jk21'OTC44)) FRAME (I)SN'9A.TA' (BCENOTCpQ e(1)NrOA.T.R.I6CEl,'2"- _ SWS NCNCpII M1J1MTr1p Nf11Cp. 1. CWTECTAILFLOORTRUSSESTOINTERIORBF MWOODWALLSIBEAMSW(2)12dMENNLS 2. A TRUSSTO TRU93CMECTRINSARE fliOV1(ED BYTRU59 MANLiACRIREq, U.N.00N PAN. 3. GC MAY USk b11lEH SIMPSON OR U9PCONNECIION9, 91J FRAM1NGYLANFOR CONNECTOR CALLOW. 4, FOR SINGLE PLY TRUSSES, SCASON PULL HEIGHTSYP M 2-WTOTRUSS VERTICAL WEBW(2) ROWS OF 101 NAILS STAGGERED. 070.6, 5. MNMUA AT.R E48EDMENT:6"NEEOMFNT FOfl,?0.T.R6'688EOIAEM FORNg'AT.RSNBEG.Effi FGR ]/B'AT.R (IFgT STEP, DEP1H I6 TROM LOWER SLAB). 6. SCAB TRUSS CHORD W4'-0'2x SYPw2 WATCH CHORD LUMSERSOE)W(2I ROWS led@4' MOM ND a 4' O.C. STAGGERED:CENTERATCONWCTORLOCATIOIAS MUCRASP099BLE. AO MWMAL.CONNFCTORUNOONFRAMNGPIAN 1. CONNECTIDNrmN ROOT/FLOORTRU38ESTOMABONIWWAL IUNTEWmrWMLSUNOONPLAN 2. CONNECTION AT 24'OR 3P'O.C. PFNONG VERTICN S FOR Al L."OR TRUWF6 PARR LEL TO MASONRY WALLS SEE DETAIL MIM FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)-0 MASOMY WALLSICF WA16 111ELS 4. CCNIECTKIN FOR ALL CONIINUIXIS RIM BOARD TO TOP OF MASONRY AT+ OC MAIL W 12) AT EACH CORNER.GC,IOVENFYL TIONL SNOTCONFLCIw/IJIQi APPLIGELb)LAYWT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIMAMS 11'(2)120 TONAILS O8 MINMM CCNlEC101R UY00N FXM11N31'fAV 1. CONNECTION FOR JACKTRU59 TO WOOD WALL OR SEAM © MINMALODNNECTORUNOONrRAAgNGFLA% 1, CONNERIONFMR LTRU99ES70IMERIOPoE MORE MNOWOOO WALLBA MR BEAMS 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 CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAUANCI ROOF INFORMATION SEE SHEET S-40UNTV 0V\o C.M.U. OR ICF WALL SEE TYP. WALL 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL 0 12" O.C. Mw FILE COPY METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA OUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND HRESSURE SOFFIT SUPPORT DETAILI 3/4"=1'-0" N E &g ��00 Ci 5 g V 0 10 CO W ik xk Le a Le Yd E w N F �Rmg s BmR Qa - 8 W NJ §� L a Z Lu C�� OLD.: z az.B �'y"c= z o v as" y o�ocmo v- ° s��F DO W �E� o s C) y s r 'RS WWW,FDSENG.COM ❑ ❑ ❑ � z� a M z a a ZL pS{ a W Y � m N z Q) 0 w a--J TJD m t W 0 — E w o ram^ a C ca o (11 � eM MU CA E ' w 0 I �' o C rn 4i mom Qm m ® InAuc u0% 0. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O N I— z N W W j . �� N 00 c T 0 O m YO 7 (» N z M � O) c —Fwa) m LO 'a QJWZ) `o) o J m U) V) LO w VI Model Name / Number: 1930 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8487 Sheet: 6 of. ROOF PLAN B LINTEL BEAM. 1 COURSE LINTEL BLOCK W/ 1 # 5 NOWSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI Sao) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH ENO WITHOUT AN OPENING BETWEEN. FILL BLK. CELLS WITH WOO P.S.I. GROUT ONE #5 @ LOCATIONS H RIB SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN, FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO -. • TOPOF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) -10d X 11/2 / SP6 OR BPS FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x 42 SYP/SPP 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" HILT] TIX-ONI NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO evm I MS03 I T T.n n� l�n,, ., , �1 ",,., .xn�� T I I uwonwlnv nnwlwlrntinnT nrrnu N.T.S. #5 REINF. 20" MIN. LAP BAR 41 ZJ #3 OR #4 REINFORCING ems, BAR #3 & #a I AP BPI Irr �� 25" MIN. LAP #5 STD. 90° HOOK #REJ SBAR #5 I AP BPI ME 5CALEX'=1'O" 36 #6 REINFORCING BAR ` GRADE 40 U.N.O. #6IAP SPIIr.E MS051 REBAR SPLICE DETAIL - GRADE 40 1 N3.5. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 21A- 12" O.C. 1 2 x 6 1/4" X 2M- 12" O.C. 2 2 x 8 1/4" X 2--44" 12, O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST LINTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN (- FASTEN PT e' NAILER TO MASONRY n I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12x BUCK DETAIL I N.T.S- I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD (PLF1 COMPOSITE BEAM 0 17'-411 950 PLF 127 PLF 404 PLF 50 PLF 8F16 -1B/1T 16" MINIMUM [� 7'-6" 2661 PLF 1050 PLF 1634 PLF 351 PLF 8F16 -1B/1T 5'-10" 4360 PLF 855 PLF 2093 PLF 229 PLF SF16 -1B/1T ® 7'-6" 2661 PLF 1782 PLF 1634 PLF 587 PLF 8F16 -1B/1T 4'-6" 6113 PLF 200 PLF 2724 PLF 105 PLF 81`16 -16/1T ® 4'-4" RECESS 5206 PLF 850 PLF 2635 PLF 231 PLF 8F14 -1B/1T 7'-6" 2661 PLF 850 PLF 1634 PLF 231 PLF 8F16 -16/1T ® 4'-6" RE E 5206 PLF 850 PLF 2525 PLF 231 PLF 8F14 -1B/1T 3'-6" 5163 PLF 200 PLF 3547 PLF 105 PLF I 8F16 -0B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS-) 3 U O ALL ELEVATIONS HURRICANE ANCHORS (TyP.) b plpAR AT t MN.'D w=D' NIQ" L>R andJT _ a:. o - Q b R®AR At motTPM OP uNT4 LAVITr R IL TN,/e"AOTJAL ewom N L[N- PRONPN W LIN-FL NggeW NOYI`IAL NI'vtf 6" 91-1-ED WTL e9OUT / U. UNFILLED r QUANTITY OF 9 REBAR AT e°ttOM Q> LINTE cAW1T SIrEI6-18/it vonlYy. w1utN J L QUA1,71I OF •a NOMINAL -InGN- xF5AR A' TOR MATERIALS I. f'c precast Ilntsls = 3500 psi. 2. IF prestressed lintels=6000 psi. 3. If grout- 3000 psi W/ maximum 3/8" aggregate. 4. Concrete missionary units (CMU) per ASTIR C90 w/ minimum rret area compressive strength -19M psi. 5. Radar provided In precast lintel par ASTM A615 GR6D. 6. Field repair per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270low relaxation. 7. 7/32 wire per ASTM A51.0. B. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full blotter head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural crawings, 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflected, except lintels 17' 4" and longer With a nominal height of 8" meet or exceed L/180. 6. Bottum field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel far mechanical anchorage. 8. Cast in Place tamale may be provided in composite lintel in lieu Of concrete masonry units, 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1O.Untel min. depths are Called out on lintel plan. N contractor installs a deeper lintel than Indicated an the plaq doing this increases the strength of the lintel and IS approved without engineering letter. if a smaller lintel is installed contact FOR for approval, SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe leads for unfilled lintels must be reduced by 20%if bearing length is less than 6-1/2". Safe loads for all recessed Instals based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe leads are total superimposed allowable lead on the section specified. 4. Safe loads based on grade 40 or grace 60 field rebar. 5, Additional lateral load capacity can be obtained by the designer by providing addlonol reinforced masonry above the precast lintel. 6. One 47 rebar may, be substituted for two 45 reters in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment add shear at Gaway from the face of support. 8, For composite lintel heights not shown, use safe load from next low height. 9. All safe loads in units of pounds per linear foot. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE OMU COURSE BELOW SILL6 FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS W-St" AND LARGEIIR - SEE FOUNDATION PLAN STD. 90 DEGRE ANGLE 3000 P. CONIC W/1 #5 REBAR FILE COPY /GROUT SHALL BE FLUSH / WITH TOP OF WALL 10" �ST0. 90 HOOK z f Tn rc N J y Q I MSO1 I BLOCK WALL REINFORCEMENT I N.T.S. I TYP. BOND BEAM 8" x 8" x 16' K.O. LINTEL BLOCK RLL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) O 0 F t' OR p Fsm°g a I[i 2 w �J W �nNO, LL LL Ci `� �mmg a UJ UJI LLYFLU a w Hit? Z 9u V �/g eNna 0- f 1e m m O a Z m -�� ;'ma 5 LU LL Qa"d6Q ¢ 0 a 2 R.9 a: 0 K i- U2 g m ° nWWWW.FDSENG.COM ❑ ❑ ❑ WW z (V O J U) - Y 8¢ ` \/ \a) rn N nn'��� C) VJo - w p c In Ln an l*y =CA U L° CA E w O o I U N, = ,j ; C ,d ? 0 O Q rn o on ® r%A MQ L.10%Ra re FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O N F m z W 2 211 w00 c O d fCY) � CoOf; U z �(D HiUm In a. OJGiZD � o J m (/) (n U1 w Model Name / Number: 1930 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8487 Sheet: SBSJL Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/(2)'/Vx5l' EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 6 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 5 1 /2" DIA. x 8" O 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN o ° o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b " " E , SECTIONAL ® OVERHEAD „ 3 DOOR CONT. P.T. #2 g a "m \0\\\\\1N11111 Alt4Rrf/vj/ WOOD SYP 2" X 6" o r TRIM ; C;.I, ���`1 aW {b. .... •r,, § 3 INN r rci 2"x6" P.T. WOOD JAMBd:- •. ••'' c CI co h� j Q DOOR AND CONNECTION PERyF� O GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR TRACK MOUNTING DETAIL Rss OFe d NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE c MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T. CD21 ENTRY CMU COLUMN/BEAM N.T.s. a 0 ti -` mw go g 0 V,aaak El S CRl W OyM1NW LL IL LL F �� BLOWN IN R-30 INSULATION PER FBC i AND ENERGY FORM SUBMITTED (d O Nz l-l("WVmZ iYl S A ° w I,I.I WITH PERMIT APPLICATION PROVIDE BAFFLES Lu �$' € AT EAVES (FOR VENTED ATTICS) 12 O M - 0 g m BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES IO ' SEE PLAN TILE ROOF (PER ELEVATION) ,\ 5 6' Vi 0 0 a m C, � � m m `' °I Z ' 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES OVERAPPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA o �' P N d < a¢ 0 2 �aa - Lu Q s p SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. m n 0 B L ¢ O $ a� v (SEE STRUCTURAL NOTES $ e _ 3 6 0 ❑ ❑ ❑ FIBERGLASS SHINGLES OR ,.-. FASTENED TO TRUSSES PER ROOF m `-° ww,ar�senc.cora ro •n o /\/��� 1/ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERIAYMENT , NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) y 1p PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING - _ SEE PLAN FOR — - — - Z — N W Z m (SEE STRUCTURAL NOTES TRUSSES W24" TRUSSES @ 24" O.C. PER ROOF BRG. HT. i 2" DRYWALL ' • / T ` Q �. FASTENED TO TRUSSES FELT PAPER ' 0 (�+' NAILING SCHEDULE) co ETAL DRIP EDGE TRUSS PLATE /) a „ w TOBENSTALOLEDSONOUTSIDE �u) �1 (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 3/4" P.T. NAILER 2X SUBFASCIA (V/ Ii Q (fig r1 Ir a li lr tr i, u 1 FACE �r SOFFIT. SEE ARCH. 8a O I� u ,• 4x4 w/ 2x4 POST UNDER EA 1/2" DRYWALL PLANS S --- - — - — - — - — - — - 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. r, CURTAIN NAILER fi m. f ---METAL DRIP EDGE KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" D.C. 1 x 4 P.T. @ WINDOWS A 8 x Bx 16 K.O. LINTEL BLOCK °0 1/2" DRYWALL CONNECT ALL 2x STUD —ZX SUBFASCIA AND LATH WITH FINISH (TYP.) ALL SIDES i (TYP.) FRAME FOR COR- '�b•,\ 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & „ 300D PSI CONCRETE SEE ELEV. E a O _ N c m V� , TO TOP PLATE WITH \ BOO ;� HERS FOR NON LOAD PREcasT"u"LINTEL N o �/ (4) be \dO \) eOOM fC3 16d TOENADS SOFFIT. SEE ARCH. PLANS PLANS e ° a ° BEARING SIDES NAILED i \ SEE SCHEDULE N N m i� m U L N E w oc -I- DRYWALL W/ 16d NAILS @ 8" O.C. N 1 REVIEWED �OR ro 8 :. SEE PLAN FOR HEADER SIZE \ b° b° CODE COMPLIANTto c '• 5 W Noy C X 8" JED LTS .. ST. LUCIE COUNT U �,� EA. (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. (1) OPTION, 15/32" OSB EXPOSURE 1 ON 0'H' EXT, WALL W/ ALL EDGES BLOCKED. SIDE WASHERS i CMU BASE FILLED w/ CONC BOCC MAXIMUM OF (3) - 2X PLATES MAY BE )w/2" w 4 VERTICAL RENF w/ ( / ( ) a o DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" HOOKS INTO FTG & AT TOP NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. v PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8"o.c. PLAN AI -Al OF COLUMN ALL BEDROOM WINDOWS. „ REBAR 3000PSI vi c 0 N CONC. AL .� FLORIDA CONTRACTORS LICENSE NO.CRC1330146 „ SHOWN ON FOUNDATION 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN N &FLOOR PLANS N m GULFBREEZE FLORIDA 32563 ' (G.C. TO VERIFY W/ FLOOR PLAN SIMPSON LSTA30 SEE FLOOR PLAN DIVISION LOCATION: LOCATION OF OPENINGS IN w/11-10d TO BEAM FOR BEAM SPEC. # € PORT ST. LUGIE EXTERIOR WOOD WALLS. IF NO & TO FRAME BELOW OPENINGS ARE INDICATED, FULL r • Job Information: STUDS ARE REQUIRED). IUL r NOTE: 44" MAX. SILL HGT, ON VINYL FRAMED WINDOW m ALL BEDROOM WINDOWS. Ile1 WINDOW STOOL A W/SCREEN nr_n PER SPECS „ PRECAST CONC SILL ¢ CEMENTITIOUS DECORATIVE o FINISH 7/8" THICK PER ASTM PAPER BACKED FOIL R-4.1 N N N C-926-98A INSULATION AT CMU BLOCK WALL N m N 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM ! EXTERIOR FINISH - SUBMITTED WITH PERMIT ! o O N MORE INFORMATION). SEE TB13 1/2" DRYWALL APPLICATION (SEE ELEVATIONS) .'$ N W ON SHEET 6 FOR NAILING INFORMATION FOR 1 x 2 P.T FURRING FTC. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" a 8 Z d > ? R-13 INSULATION AT EXTERIOR WALL SHEATHING. FBC SIMPSON HETA20uj BUILT-UP BASE NAILER EXTEND (ACI 530) ABOVE ¢ co O 00)) WOOD FRAME WALL PER P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN Al , , Al CORNER MIN (3) 2x4 10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST , SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN h E 3 d' o 0) WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. ' ' EACH END OF BEAM � CO w 2 M h 0) m SEE FOUNDATION PLAN 8�E —� MIN. 6" FROM END -SEE WS07 FOR TERMITE SHIELD NOTE: 2 X 4 P.T. PLATE ' ' ",* I SEE FOUNDATION PLAN FOR SLAB INFORMATION - TOP OF SLAB - w� Lo a Y U O FOR SLAB INFORMATION BOTTOM STRAPS MUST BE + —•.T " ",,,.* J w = TOP of SLAB - - — INSTALLED ON INSIDE OF . o LO LL J * w ( COLUMN. DO NOT BEN D*T> „ STRAPS UNDER PLATE. q° YC�ar y''� \ GRADE 4 ° va b Model Name / Number: GRADE P ° q. Q CELLS w/#5PLACE REBAR °' •, 'SEE PLAN FOR 2 1930 w CLEAN 3 0 �, . ,1 ; �: ;• ,. FILLED w/ CONCHS E PMANB OR / , RE -BAR QUANTITIES -' Ni Plan Issue Date: - COMPACTED .�.,, N O �j •�'1•: • 1 �' SIZE. TOP OF COLUMN BASE - - 2'-0" AFF SEE PLAN �_ SEE FOUNDATION Monday, December 23, 2019 16" SEE FOUNDATION PLAN FOR FTG REQUIREMENTS e PLAN v @ KA PROJECT NUMBER: N NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS x 19-8487 DETAIL - UNLESS NOTED OTHERWISE meet: 01: CD22 ENTRY CMU COLUMN BASE w FRAME ABOVE / N.T.S. WS01 TYPICAL WALL SECTION - 8" CMU 3/4- 1'-0 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4' = rD" a TYPICAL FRAMING DETAILS C W I N N Q C N O 0 E a w 3 \\\ 3 _ 0¢ s r SIN.• cQl,°n fi • i `OROF PROVIDE 2x4 ON TO 3 OF 2x8 TO BLOCK OUT ROWS 12d @ ° TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 m N (2) 12d NAILS O.C. TOP PLATE a (SOLID BLOCK w/ 2x6)- STRUCTURAL SHEATHING qB, ) 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE FULL SHEET FROM BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD \�` I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �` I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN m FRAMING T` ` ON PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 E _ NOT REQ'D, WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF o m N N (00 TOP PLATE TRANSITION ) 12dNAILS@3"o.c. g g9 e z sg Z LU LL PIPE OR DUCT w/ OUBLE 12d Yea lie"� aiJ �img w PENETRATION THRU c8� + +I u�] TOP SPLICE I+ +I N TOP PLATE w/ MORE S wW U � 8 a a z G THAN 50% OF TOP ROWS 12d 2 g' �'I,I.I a m 9 o PLATE WIDTH INSTALL S. - inz 0'=' 2X TOP PLATE TO I @ 3" 0. C. 8 z, m 8 Z O GABLE END W/ 16d SIMPSON PSPN516Z m € "E,m- O p ~ NAILS @ 6" O.C. j J w/ (12) 16d NAILS TYP.°,y7j r3 �._LL Z a N m Jn a I TOP &BOTT. A! .9 1s IJJ ara�d d a 07CM SPLICE �' s 9 0" s p In NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS s e i TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ ¢ o 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE EASE &TOP1/2" '°- � wWW,wsENGcoM � ❑ ❑ ❑ TOP PLATE W 8d 2 1 2" x 0.131 NAILS d ///'''��� UI ro {L,.I PLATE HI PLYWOOD FIND REQ'D. WHEN QT SYSTEM IS APPLIED u Z N o SHEATHING m COVERING NOTE: w Z m PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL W a ¢ GE15 FALSE BEAM AT GABLE END N.rs. z WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" 3 c V JV) o < 4� 1 � o s •e'C' W� w p �V) m m m to ,---_--_-_--- SIMPSON HUC410 --'---- _ U E ' ' BUCKET SEE ROOF I 10 m PLAN FOR MORE INFO ' - w o o ,' C �p� p^� N F � � ai U t�� SEE ROOF PLAN REVIEWED FOR FOR BEAM SIZE CODE COMPLIANCE = 14a * CRIPPLES MAY/MAY NOT BE PRESENT. , ; , &CONNECTION INFO ST• LUCIE COUNTY 3 VERIFY HEADER ELEVATION j A DAMS HOMES 1__I I__I I__I (2) 2 .4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) Row OF STAGGERED 10d ROWS OF STAGGERED 160 ROWS OF STAGGERED 1.6d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = U.148% L,- 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTD EACH OUTSIDE FACE) (D - 0.102" L- 3-1/2") OR EQUAL (D = 0.162". L= 3-1/2') OR EQUAL HEADER ANCHOR -- -- , BOCC a NAILED TO TOP PLATES, ; ; SEE FLOOR PLAN c ` HEADER & JACK _ _ _ _ ' FOR COLUMN SIZE & HEADER SIZE NO. &SIZE of `-- --- -- BASE CONNECTION INFO ----`--' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES OPTION A 1/2' OSB FLITCH PLATE 0 PTI O N B u; EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN BEAM SIZE CONNECTION INFO F DIVISION LOCATION: v PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) N 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR SEE SCHEDULE THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. 2X CRIPPLES@16"O.C. SECTION A -A .Job Information: W/ SIMPSON SP2 TYP. �" N N.T.S. TOP AND BOTTOM 2-ROWS 12d NAILS = ` WF37 TYPICAL COLUMNS DETAILS srncGEREO@ SCALE: 1 1/2" 1'-0" 12"O/CEO EACH FILE COPY a >' * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN USE NAILS STAGGERED m LSTA30 STRAPSS A AT EACH @ @ 12" 0/C FOR 2 x 30 m O w STUD WRAPPED OVER OR GREATER HEADER A A D FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES TOP PLATE &NAILED c Y TO HEADER EACH SIDE SEE PLAN FOR 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO - a FILL ALL HOLES IN - - TOP OF BEAM N FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) DOUBLE 2 x #2 y LLI SEE ROOF PLAN $ Z `m STRAP S.Y.P. HEADER W/ -FOR BEAM SIZE & `t 2 0000 • 1/2" FLITCH PLATE CONNECTION INFO W cr 10d NAILS @ HEADER. (U.N.O.) I— M w O/C TYP. 0 > 1p -o tUl N FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR O M C v CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE m Z I— U LOO 4. TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO p O JM vW^ ZD DD O NOTED OTHERWISE a W `r ^ Lo LL' vi / vJ F.F. V7 Model Name / Number: OVERHANG ; �:' 2 x 4 STUDS TYP. c SIMPSON HTT4 W/ (18) N 1930 16d NAILS & A 5/8" m • °• •°• EXPANSION ANCHOR ° �N �••'�r�•• W/6" EMBEDMENT U.N.O. •O u Plan Issue Date: ,' ., ,•• OP OR 8 1/2" AT GARAGE dYi FyfN STEP DOWN Monday, December 23, 2019 G SEE FOUNDATION KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS v FOR OVERHANGS BETWEEN 5/8- TO 11/2" NOT REQUIRED @BEARING P.T. BOT. PLATE PLAN FOR MORE INFO 19-8487 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Y G o Sheet: S=3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.rs. WF09 WALL HEADER DETAIL N.T.s. CD11 COMMON BEAM ATTACHMENT N.T.S. �V{{i TYPICAL WALL DETAILS U HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA ENO EA END EA END EA END LESS THAN 4' (1) �(T) I) (2) >4' BUT <9' (2) (2) (2) 0'-0" - 16' 3 4 3 4 DIAGONAL SPACED AT 20' 0" O.C. MAX II SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN ri � ; T TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR �/ JA OR EQUAL TO 45° OR SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. - MINIMUM 20x4" 8d NAILS @ 4" O.C. WALL AND ROOFCROSS BRACING SHEATHING, SEE TB13 + 2x4 SYP BLOCKING -- (SEE PLAN FOR - •. ` BETWEEN TRUSSES @ 48" FOR SPECIFICATIONS LOCATION) ',' O.C. MAX. FASTEN TO EA. 2X4 SYP I BRACE FOR �- BLOCKING TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. A, •� , , .' , 2X6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. , APPROX. 8" FROM RIDGE ATTACH L BRACE w THEN 48" O.C. AFTER. NAIL w/ / 312d @EACH FEND & @ 12d NAILS @ 4" O.C. U CROSSING AT 45 ANGLE. c ` - (NOT REQ D WHEN GABLE IS GABLE TRUSS y 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) $ TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. N (3) 12d , I W/ 312d TO CHORD (MIN LO K/PLATE NAIL GABLE TRUSS -¢a PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 .T.PLATE AT "x O.C. MIN. NAIL OVER X-BRACE AS SHOWN- 4 BAYS AT 48" " ANCHOR BOLT m INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE 16 CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB MASONRY WALL 0 N y m�m n NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE ATTACHMENT TRUSS w/ 2-12d AND 1 T813 FOR ATTACH3 114l9tF/1!/ T601 TYPICAL CROSS BRACING DETAIL N.T.s. TBOZ TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSONHSW/ OVER JACK TRUSSES, SEE " 1010dx11/2" NAILS PAN' X `ate•,\���1 OW N FASTEN (1) SIMPSON HGA10 m Qe ....... ",•• @ 48" O.C. w/ 8 1/4"x1 1/2"' 0 1 • •5 "•" kACK E 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2X4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" o ak :gam LINE OF HIP/RIDGE, TYP. END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d � --I T U 4D `£' FRAMED WALL OR BEAM J� Q N TRUSSES W/ (2) 12D BELOW, SEE PLAN. AND 1-SIMPSON H8 w/ `m CL' p PCs ACH END TO TRUSS TOP 10d x 11/2" NAILS 4n @ WOOD FRAMED WALL @ DUTCH GABLE w �F�o m i��'.•••'•• .... �. FIES ' �'�/arreROI etlbttlyf� ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. £ TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 'o y G.T. SHEATHING PACE a � ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD y TO PREVENT SHEATHING r\G. OF HIPPED TRUSS W/� SPAN FROM EXCEEDING TRUSSESP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER T SIDE OR BOTH IF REQ'D) a m (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX c SHEATHING PER JOINT MINIMUM 2"X4" SPF OR SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN g-.� N fD d g=`mgg ItOnCN00 2X4 BLOCKING o Uj BETWEEN TRUSSES HIP TRUSS " LP Zv/o4'-��J �JJ SECT-AA� W � w m o a W L gLL W c.i N��= iO- TB03 HIP /RIDGE BLOCKING DETAIL N.rs. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs. m�$ Z O ��° < Z o y .egg; N n � 0 m 0 0 %gw Z Q m�a E� W 6 o m Bel a o u s n.50L`E UI-J m r .'^ WWW. RISENG.COM 110 ❑ S TRUSS NOTES: y z N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING A S GREATER BEFORE >_ ( Q a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT .3 a IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY Z m V I/ a IItC(��JTII - m CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT (n [JI EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. o ^, 2. ALL BRACING CB,CS,BB) SHOWN A80VE SHALL RE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. �/p - LLI �- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. R EVI E V °( H� e_c 0 E 4. ADDITIONAL BOTTOM OHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG ARE NOT L�Anr,,a, am 6, aEv� ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. CODE /'�®IV/I'�L.Ii�Y,.. •O w o--°,'.. 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. V C m o m //--1 SEE TYP. TRUSS BLOCKING DETAILS c ^ ^ ' p a _ M ^���) SHEATHING ST" LUCIE C®14.AS� U BN E �Q ro ~ C M B®CC W O O s , 3 TO 4 TRUSS x4 AS SHOWN m . N TRUSS SPACES ALTERNATE V Lo I2 ,, O iz'2 VTMN AFRNAT VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE OR HCLR/LL IN PLACE OF (4) SOD REQUIRED ®RAFTERS GREATER THAN 8'O" • •• SECyION B-8 SEE PLAN W BLE TOP WHIV iiZINC II\a� ADAMS HOMES l NAILS;o'4r� „a>u x t== TRUSS 0 FLORIDA CONTRACTORS LICENSE NO CRC1330146 LE 4? 3000 GULFBREEZE PARKWAY PRE-ENG.TRUSS PLATE SECTION B-B TOP PLATE GULFBREEZE, FLORIDA 32563 2x STUD WALL 0 DIVISION LOCATION: sEE PLAN r PORT ST. LUCIE a FRAMED RIDGE Job Information: MAY BE NAILED MIN, (4) 12d WHEN R L4N DS VERTICAL SCAB 2X6 42 m y NEXT TO PRE-ENG. TRUSS SPF 48" O.C. W/ (4) 12d 2x8 ELKING. NAILED @ EACH TOP & BOTTOM OR H5 OR FILE CI SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFrERS GREATER c `} THAN 8'-0" COLLAR TIE ti S14EATHIN EVERY 3rd ' RAFTER M m y N 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12 NAILS Y N ® EACH END, CONT. EACH BAY W B TB 2X4 SPF W/ (2) #7XB-1/2" >a z j ALTERNATING DB WOOD SCREW EACH TRUSS ¢ > N > BLOCKING OR H5 @ 48" O.C. .w Uj O 00 PRE-ENG. TRUSS ,_ E Eo C 0 � STRUCTURAL SHEATHING CONT. ROOFSHEATHING AT TRUSS TOP / LD 'p 'c0 01 CHORD AT ALL HAND FRAMED AREAS TYP. y m U SEE PLAN FOR CONNECTION m N d) B m 2%4 P.T. BLOCKING BETWEEN TRUSSESW 2-12d NAILS@ DIAGONAL / () WOOD 2x8 #2 SYP RIDGE BEAM c m � O _3 W� 02, : In AT 8%0° EACH END TRUSS p' LLL J co � � MAX �� 2x6 RAKERS @ 2'-O'O.C. MAX. W/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM O�jVT Model Name/ Number: (SEE PLANS FOR TYPE) 2%4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT @ T-O' D.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE BEAM 1930 2X4 CONT. AT STEEL OR WOOD T&BCHORD BEARING SUPPORT 5 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Plan Issue Date: Monday, December 23, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V KA PROJECT NUMBER: m m 19-8487 Y oSheet: S-4 of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T. s. S T 11 ROOF FRAMING AND BRACING DETAILS R1 751 is f THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 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. 6" SPA EVE 6" 6" 6" SINGLE DOOR ;,, SPA EVE 6" SINGLE DOOR W SIDELITE r,„ 6„ 31 o " 3' 3hl 3A jj3P' III III E I I„ 1 3 1. P. 13 T3"" 6 4 61 DOUBLE DOOR W/ SIDELITES V 6, SPACE .VENLY 3" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-01' IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. °v ryO - TOP OF SLAB 00 i' - Ir - it I v v d aI 16" MIN. DIAMETER g ! I CONCRETE FOOTING N__, I 11 a8' 8• �e " SEAANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS.6 PER SHINGLE. Rit a,a i� Ro'L Rake ' S7r[BI FsWn save 7" aeces m use Cole Goojge zed 19• valley ce terire ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEX'NRED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND AWVC -avEXTENDIN MINIMUM OfNG 6" X6- H GALV. VERDCAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGd.ES g X 6" H GALV. rLASHIN6 FLASH L m FLASHING DETAILS iPACE VENLY B^HDRz NOTE: THIS DETAIL IS REQUIRED FSA HIrvG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION TALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. N ALLATION OF WINDOW I I f-1vr I I V I Ll 14 1 Edge R9Ca lfle ORP FIXiE R INGU! ROOFS. OVERLAP AAPES E A WHIMS G} SHINGIL ROOFS. OVCR IP DOES A ALLNIMUM CXT 631ELOW SAEAVCDRIP AND WEND SHALLC ON RDOF MINSHEATHINGANDP EDGE AT CK EAON THE ROOF A MINIMUM OF 2,. DRIP EDGE AT EITHER SHALL R NDWR TFD TO F INSTALLED 14STA ITHER OIFH THE IJW FR THE EM, T ERE SH. P IRE All FO OVERTHE an WON OF THERE CEMENT INSTALLED OvEjaiNE An W OTH, N ROOF CEMEM INSTPLtED OVER iNI MPoP FASTENED NL4Faa--. qua EMUS J12 r OEll MECHANICALLY FASTCNEM A M4MMUM q-1? r qV (£NTCR. WHORE THC Veld AS DREANJNM N ACCORNVCE 1111 SEOT10ry R303.2.1.3 S III MPH 1177 KM/HI OR GREATER OR THE MEAN ROOF HflGHi EXCEEDS 33 FEET (10" arm), DRIP EDGES SHALL 3E MFCHANICAUY FASTETED A M ,WUM OF 4 INCHES CP TER 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. mawmum rasener spenrg Wall Framing: (Jambs, Head and Sill) e2 Sprott/mne/Fir 1"+•"{-'_ 8�—+-8�_.y h___B••_.,�,,... __.4'� fk Beter SIIIrMe —� - e10"1-1/2" - Screw e 10, Screws Minimum Penetraaon b318- Glaang Bead V undag Fin-'- cross Section View ---- -- - Exterior View d Rlmi Wl%bN _ h Mnimum Sh.'e s b6erior Sneamllg Note: We aepmpyrecommmmdMe rmx orlMs#hyan0/a#aMhp;;p'Nads#I pensessbtad/nASINE7J17-01. Nowsvr, doss ro varMt/un In codes Nrdbu" types, #/s NyeW to the e00umrta determine the propsrinete#atmn OfthM Mama. LEAVE TN•L" 3U56LE 7Mr OM Before instal ng your W ndow, the bubble wrap may be peeled back for insoectcn, but Pease,e-stick the wrap tc the blwke ham scratches and oo,, damage until cantmaiah 6 compete. Rep1 measurer be sure the opening is 3M'toUrlarger than Me window size bath VerOmHy and horizontally. ' YOU may wish to predrill the installation holes In the fir at tlas tmw. asrezard Ow hdss b else M as are rpm Step 2 Apply A gammas bead of silkaE0 m the backside m the mounting fin use enough SRI=* m sufilde tly fir all voids between the Bn ad me wall Sheathing. Rep3 Invert the waMmv aim the oper"ham the otioxi The woko, k labeled'aede" MW-mode', drt ttlem lapels hoe berm removed, the lad head shoud a be m me Inside tithe building. Rep 4 Install shims under the sill, ad)userg am uni8 the unit k Plume, m the opening. SNms should be Installed under the all every 2 feet The window sMuld be basieal cemtaed In to with no more thin 1/4' between be window and wall . StW5 Invbll a F10X I.1 screw 4" hem the mnher tithe fin et each and of the head sill and both jambs. Rep 6 Install the remaining Fastener ld 8' Increments from the caner screws m the caner of each have member. Use rare not m Ever - tighten the screws and pup them through me fin. Alm, mace sure the screws go in sbaght and do not muse the name be bow. Wag framing should be a rranimum of #2 SpnlWPac/Rr. Fasteners should be e10 screws of suMtlan to achieve 1.3/B' Into the war and m less than UY from of ham Fastew Quantities needed In each sale of frame m JHYIINC it spackv ofPreme Member 10' 23" 26' 34' 4r BO" 9r 66" 74" or 9r 98" Numberof Fastaeas 2 3 4 9 6 7 B 9 10 11 13 13 Step 7 Remove excess srpone our hamaround thefinand for holes a wolds. leesAKpremRIa adds. Rep 8 If desired, a foam Insulation ran be applied m me interior gap between the wlMw and wall framing. If applied, d smu#be ehe NON EXTANDIIfo 7YPE fDAM. Step 9 Since there wi dws are typically used m roans with high moisture, is: bammams, t Is recommended tat the inerior gap between me window and Wall framing also be seale0 with sw0rat and tooled so as not m Interfere with me Installation of wallboard Ilea men. Sap Ill Once AN constructlon is compete, remove tw bubble wrap M1an the Inside and outside of the window. If nececcary, dean the docks with a mild detergent and warm water us" a soh cloth. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: i DAD E IKO Industrues, Ltd cambod a AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1 1st Choice COUNTY APB. C NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING d ROOFING VENTS: Florida Metal FLAMC0 FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R•1 Products Inc. "Offtld a vent" ^ ROOFING UNDERLAYMENT: I ST 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216-R3 b BUCK STRIPS - 1x4 (DEPTHATTACHED INDU RI S C OASPHALT-SATURATEDFE IN ACCORDANCE WITH 06. i OF WDW. FRAME MIN.) GLUE 2nd Choice R905.1.1 STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS • .' 1/2" DRYWALL Overhead Garage Doors: FLAT HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.1 JAMB MIN. 4" FROM END AND MIN. 2nd Choice +30.0/-32.0 CLOPAY J5) 1/2" DIA. x 8" "J" BOLTS FL15279 36 16" C.C. 83W6 EXT. FINISH 1/8" SHIM SPACE Swing Doors: 3 THERMATRU-CORP. GLAZED i 1st Choice +67.0/$7.0 DOOR INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WIT 3/16" X 3"FIBERGLASS FL20461.1 DRIP EDGE WINDOW THERMATRU-CORP. FLUSH TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS 61.19 SEALANT rand Choice +67.0/ 67.0 OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR F ��yy�I�, e BE ATTACHED WITH 3/16" X 3" WOOD SCRE�J!fltW E 1• fi BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS WINDOW TOP & BOTTOM OF INTERSECTIONS ANDA7Nk{Dr. COMP] I /L AI/�� ANC a w/ THEREAFTER. TYPICAL ALL 4SIDES) IiVLJG V rYrr c MANAFACTURER'S SPECIFICATIONS Siding: ST. LUCIE COUIolT ; TYPICALMASONRY OPENING 1st ChoiceShakes +0/-146.3 The Tapc"Group 7"Staggered INS7ALLAITON FASTERNERS ARE GALVANIZED STEEL ROf �C NAILS 1/z" LONG WITH 1/8" DIA. R20403.17 SHANKS & 3/8" DIA. HRJI17apWINDOW i INSTALLATI0N N.T.S N.A. N. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING N A u u Windows: +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 1st Choice Si a Hun (fin) ANCHOR WITH MIN. iA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS n +40/-50 MI WINDOWS Single Hung (flange) OF FFICIENTION THROUGH PROVIDE BUCK USE #8 WOOD SOWOOD BUCK. FL 17676.8 R9 C 11/Z" MIN. EMBEDMENT 354o SERIES 2X WOOD FAME +50.0/-50.0 MI WINDOWS picture wintlow SUFRENT LENGTH TO ACHIEVE I%- INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.3 R3 a BY OTHERS 'B WOOD SCREW i < Mullions: SHEATHING 1st Choice MI WINDOWS W1926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 1-8504.1 BY OTHERS 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A E M1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 CAULK BETWEEN < EDGE DISTANCE FIN &SHEATHING Fixed Glass: EXTERIOR 2WITH 3/4" MIN• EDGE DISTANCE 1st Choice +50.0/-50.0 US LOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3R-3 i n FINISH WITH MIN. lib" EMBED. TO ALL FACTORY DESIGNATIONS BY OTHERS 2nd Choice ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE PERIMETER 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. c 1/44 MAX. M CAULK SHIM SPACE SOtrt: M BY OTHERS D 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN RECTION OF SOFFIT LENGTH FL16503.4 R-3 O.A. WINDOW HEIGHT Hurricane Panels: j 1st Choice I 46 PSF EXT/ HURRICANE STORM I 24" Ga. Galvanized I DIRECT MOUNT. TOP L/4"-20 MALE PANELMATE W/ FL16293.1 46 PS INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM 1k"-20 SIDEWALK INTERIOR Panels BOLT w/ POWERS CALKaN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) TYPICAL FRAME OPENING Name: Carl A. Brown Certification Number: FI. # 56126_ Name: TODD M. BORN Certification Number: FI. # 82126 WINDOW INSTALLATION N'r's Name: Luis Pablo Torres Certification Number: Fl. # 87864 d (m�Qv gE ffi N W �cW w a to W g B o"° to nR IL x �m cc aN��4 w W m a W y C�a'`am 0' EX W 3 Z U) a'a m Go LL W IQ�Me ¢�a s;g• d � � ESN U gaffe ` 9 N //��w%m FM ❑ Cl ❑ DSrfk%CO W — C4 ro `C3 Q)zm ¢ Em 'Cl 0 CL- — IUF) — Zo /W♦� w � .� h,'' 13 U 0 {� O Ln c m � men �� w ONE r c W ?6 5� 2 m I .410 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 'b i Om H LI w z i ; o ob W 0) o / RT m a b0 ° I � m ti 0)� m B Y cUT a > —0 J W Z) � Model Name / Number: 1930 IPlan Issue Date: Monday, December 23, 2019 I 5 V KA PROJECT NUMBER: 1."487 ' Sheet: Of: J S-5 MATERIAL > REFERENCE INFO (PSL) -- MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW r FLASHING REQUIREMENTS -; SELF -ADHERED CORNERS THROUGH TEMPORARILY WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS ,� SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the buildingwith a weather-r Istant exterior wall envelope. The exterior r �RESIS TEVE WINDOW UNIT TO B E USED. wall envelope shall Include flashing as described In Section R703A. A water -resistive barrier Is descrlbed as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid Water that has penetrated behind the exterior i h it TAPE '� EXTERIOR SELF -ADHERED FLASHING 3/4".1" BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or - SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY B IN. OR JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. U OR EQUAL WEATHERPROOF CAULKING SELF -ADHERED FLASHING � R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING /�" EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISmVE / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer riot less than 2Inches BARRIER SEAL TOPS OF JOISTS �( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 ram). Where joints occur, felt shall be lapped not less than 6 Inches (152 ram). The felt or other approved material c UNDER DECKING I SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet file SELF -ADHERED FLASHING (SEE DETAIL WP07) i� � requirements of the exterior wall envelope as described In Section R703.1. .2 R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Dotal I I r1$tru CtIOII $ sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be installed independently such that each layer provides a separate v Refer to the number marked as # in each detail that corresponds to the continuous lane and an flashing Installed in accordance with Section R703.4 Intended to drain to the water -resistive 9 resistive barrier above header to allow for flashing installation p P Y g ( ) 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. Y resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers 3. Fold weather resistive barrier back over head flashing and 1 Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to c 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially N seal with tape 2 2 2 3. Self -adhered flashing can be substituted for building paper nonwaterabserbing layer or cosigned drainage space. � 4. Split the release paper using the ripcord (Split release on demand, Scale: NTs embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle Ydshlon In a manner to prevent entry of Y SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING y water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes FLANGED WINDOW W P01 EXTERIOR DOOR WITH DECK - SECTION A W P O2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the m FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant c� RUBBERIZED ASPHALT Fluld-applied membranes used as flashing In exterior walls shall comply with AAMA 7L4, The flashing shall extend to the w EXTERIOR SHEATHING RUBBERIZED Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 1, Exterior window and door openings. ° THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit p gs. Flashing at exterior window and door openings shall extend to the surface of the r UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. 3 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) g Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8, Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: @ E O RELEASE PAPER N COMPATIBILITY � 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the m m SELF -ADHERED FLASHING, w • Ei-EAS(BEFOREFCLpwC, scone fenestration manufacturers Instructions, In accordance with the flashing manufacturer's Instructions. Where c CV SELF -ADHERED BeLeAsernFen To expose FLASHING EXTEND A MINIMUM 6" ADHESIVE As SHOWN) fleshing instructions or details are not provided, pan flashing shall be installed at the sill Of exterior window, and �' VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a mama as to direct water to the surface of the s D BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drat Openings using pan flashing shall THRESHOLD 4 drainage. enl a **abm MECHANICALLY FASTEN AS Incorporate Noshing or protection at the head and sides. $ NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. 5 SECTION- I SELF -ADHERED FLASHING g (SEE DETAIL WP02) >; 1.3. In accordance with other approved methods. 9 m SELF -ADHERED 1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or 'm c FLASHING © FMA/AAMA/WDMA 400. -� VVV 2 3 2. At the intersection of chbhaneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. a v 2 c° SEAL TOPS OF JOISTS 1 6 DO NOT FLASH OVER 8 UNDER DECKING 4. Continuously above all projecting wood trim. E & "� � r0 BOTTOM NAILING (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. m 9 H FLANGE g $ m g=w 0 N n 6. At wall and roof Intersections. ` '' S s g � x Z :2SELF-ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING a�aQ NSAo # L2 HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WP06 7.Atbuilt-in gutters: ig 0 � ti d m (A 8 a LU SELF -ADHERED FLASHING z `0 a ` Z O Z <t - - o: DECK PROTECTOR 9 6y SHEATHING '. Yy ss- C7 W -IE ¢ m O Yi 8"6 °10 3: Z a m 7/8" Cement Plaster Cement s W a n a a i In v m accordance with �- "'aq9 O� 'O Vl SELF -ADHERED ASTMC926 " rrd o ASTMC926 o s cD h- FLASHING PATCH Felt backed metal Felt backed metal `$ o WMN.FDSENecCN ❑ ❑ ❑ SELF -ADHERED FLASHING lathe in accordance lathe in accordancem with ASTMC1063 z DECK PROTECTOR ?i _ with ASTMC1063 h _ M o BuildingPaper z P Building Paper z v 10 7/16" O.S.B. ', 7/16" O.S.B. � � a LL DOUBLE •re, 'i �' sheathing sheathing n SINGLE JOIST � JOIST SELF -ADHERED FLASHING , Metal Keep top edged + to (D SELF -ADHERED FLASHING ' Flashing Of below screed N (V'rJ]Q w 1 l below top of , ` block y � � a 3" MIN 2 3 /2Unperforated E U - UO& 4 Flange 7/8" Vulcum W 0 c m O cauk bottom o tki! o Weep Screed 5 joint only (g U 2 N E Maintain Bottom of Metal Flashing o 3-1/2" Unperforated = 0 SELF -ADHERED FLASHING SELF -ADHERED FLASHING XA APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed ' o - W \HO.8362x;DECK JOIST IWP 07 OUTSIDE CORNER W P O V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2" to 2" Flange 7/8" Weep Screed U 0) o �'fl INSTALLATION OF THE BUCKN2ECEPTOR. Above Roof 1/2" Cementitious a m 6 Sheathing Decorative Finish DAMS HOMES o • • o, All inside and EXTERIOR ••,o' Outside corner will m FLORIDA CONTRACTORS LICENSE NO CRC1330146 CEMT. FIN. WINDOW UNIT need to be mbar 3000 GULFBREEZE PARKWAY BUILDING PAPER Cement Plaster cut buttan caulked all g GULFBREEZE FLORIDA 32563 SLOPE in accordance o, 4 becaointsneed to r SLOPE with ASTMC926 using IE DIVISION LOCATION: SLOPE 0.3 in: 12.0 30 5 0.3 in : 12.0 in over wood 2nd Vulcum caulk for all PORT ST. LUCI E 0.3 in: 12.0 30 in F-I(0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor oVI Job Information: SELF -ADHERED FLASHING R EWED FOR fw WIRE LATH C E COMPLIANCE SELF -ADHERED FLASHING ro EXTERIOR BUILDING PAPER CEMT. FIN. .ST. LUCIE COUNTY BOCC a) O WIRE LATH e m IV V SELF -ADHERED FLASHING 1/2" Cement 0 w o Plaster Finish g > _ N Block - L rn WIRE LATH 2 1/2" Perforated e m -°y m °• Flange 1/2" Weep ° > � (O II BUILDING PAPER 8 m I• 0) r m BUILDING PAPER Cement o, Screed ° , , .. Plaster a : m over block ' ~ Zi U o � J W � Do 0 EXTERIOR lstfloor N 0 m W (n In WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below 1930 finish floor Plan Issue Date: N ///��� OPTIONAL DE -TAIL Monday, December23, 2019 8 m KA PROJECT NUMBER: g 3 O Note: 3 The building 19-8487 g paper ar+d metal lath SELF -ADHERED FLASHING must be Installed OVe►'the top Of WEEP SCREED DETAIL m Sheet: of. SELF -ADHERED FLASHING W P 1 O CEMT. FINISH WINDOW SILL WP 11 CEMTFFINISHRPARAPET WALL W P 12 the weep screed. U �P CEMT. FINISH WINDOW HEAD SCALE: NOT TO SCALE T WATER PROOF 6 DETAILS - ----- ------ -------------- PA>s ii� r-- ACe] � { ins i TV, d i 1`gV�PATIO 2d'O'z1.C'67' I 4" bath duct I a to roof cap jr vc j W/fan ESAL 25 SF -TEP 66iNN w(V u t o n L 256, 9 6 B ! DBL 25�.SFI - i r 444 O _ o �0 _ BEDROOM v � R' CELING 12x6 1 wcd LIVING OWNER'S SUITE 8 rFLlING - O s �— j 130 daULrera CELIlNC� 1 "_-4• 16x16 rag 160 ! - --! 7 + 9 12x12 rag 14x8 1wcd _ DEC ese :: .:.:,..,. ;::.: :. 1 Ox6 1 wcd 1 Ox6 1 wcd S Vg, 105 105 - "...- --- -- - zees BATH 2 \ „ _- t _ I ®- IFF 1 8x 1 wcd f 35 L 5i !j <0 4 - ± .... II INTERIOR Map t r1� i�YrN P'i ,,.. :a. I __ �_________ __ _�___�____� ____ - _ 8x4 1 CELIING _ - 1 9, 24 faro r �' L:Na o 4" bath duct m' KIP H I � t o roof c a p w/fan°� i 3 wad a VAULT CELII dC 6„ " 90 I � xs ,wcd i R j� (J) ww N u to n e 6 9 6 R N B 10x6 l ZN - -- '`.50 MIT ; - < EIREAK IY CLCr. LINE 5„ .,@ = ..22'XWMIN I `-----------ee...,. - - 42X42 A/C SLAB 6-------- BY BLDR MIN 2' FROM WALL _ H/S ---- - N/S -- 10 6 1 c LU i 7 g - -='"" 55 Q _. ER DINING tYY. .... 1lN0 g r�rfy! 2-CAR GARAQE , ... 12x12 � elfS l U wR- 1 Ox6a JELIiNG Ic LAUNDRY -1 WC a, CEUING v' -'�� _ VCELiPNG µ 80 �;LLJ :i .. I: Y L — `} REVIEWED FOR wcd 1 5 ... �, f o I ('w ass = ;: , I MIMESJ } - - --- 2.5 to w/5kw C�240v 1 ph Q' 0 o CODE COMPLIANCE �+ m UCIE CO e7T" L U� t o SE0 C30�1 �& I :L Ir t '- i 18x13 plen LU LEI SI t�G ! Y="" scale :1 /8"=1'0" platform by Z BOCC W i. A` CFI IING, - ; bldr z-� I co Q 4 ' dryer duct - -- - — m J W EGRFBS to roof cap �9! 1w/dryer vent box J m 'r U 35 a A10,1lI Yams / NikratSEY:-_.------------ 57 O Z — o "30 FILE COPY AREA CALCULATIONS p C) 17] isL FLOOR im S.F. VWK, Deco T w 23, 20Sg 1 VI KAPMECTNUVBER: Transfer ducts/grills sized in compliance Taro LIVING 2 18 S.F. SACI 1-A48"1 E — IO — C — m with Florida Residential Buildin Code—M1602.4 balanced return air. EXCEPTIONS 1-3 j`"�1�9 P9= FLOOR PLAN GAMOE 414S.F. rovEWDENTRY @ scam � W • — Z SG0.Le Af4°=.'a' �RZSF1 .245.E Z _ p W � NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS ALL. ELEVATIONS 0ovErMVATIC/1AMN Zoo S.F. �Q�R FLAN J Q � m � Q TOTAL ARUJNDMR(K7F �• J O D Q IY m0-J00C) Rating 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. t�J