Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: �4foff 1 01:7_1411 *1 [0 0 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 OFTERMITE 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. IOR 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) 1S TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED 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. WOOD • UNDER AND AT THE ENDS OF MASONRY, OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS. OR STAIRS ATTACH TO WALL OR. FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5". PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS! OF ALL TOP BARS OF BEAMS, 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL V STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROS REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPS014 SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8.. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 'i OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303. 4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE MASONRY WALL, CONST. 1. HOLLOW LOAD BEARING NITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE. STRENGTH OF 1900 PSI fm =1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL C )NFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" 13 11 CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTI AL 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 CIA OR 1SFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE. TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318,14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE .END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2STUD 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 T0. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7, SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb=2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISHFLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 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. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND. PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS I. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOI MORE INFO. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC2014) & 6TH FBCR Ch. 34-43 BUILDING CODE. REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM: DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES*. LL/360 TL/240' COMMMENTS ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS(Wi CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOODI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" SHINGLE METAL TILE HEAVY ROOF (Pi ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE. 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FF 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (Pi STACK ROOMS 150 (Pi GUARD RAIL @ HAND RAILS (d) 200. (Pi GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) =00T NOTES J. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. '. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A 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 2STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 © ' q 50 + 24.8 O + 24.8 O (-) 27.1 (-) 31.1 Q 5 + 23.4 O + O 23.4 100 (-) 25.7 (-) 28.8 I DIAGRAM GARAGE DOORS SOFFIT S 9'-0" x 7'-0" 1 16'1 x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (•) 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL. EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES ISHT N0:1 TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER R NOTICE: 1. MISSED "1" BOLTS OR W BEARING W F WOOD B A G WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the t Intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS L S MINIMU 7"EMBEDMENT. SEE R S OR SIMPSON 1 2" TITEN HD BOLTS WITH M E /SUPPLIERS OVER THE P 2. WINDOW AND DOORS P PROVIDE R OPENING INFO WHICH SHALL HAVE PRECEDENCE LAN. SHALL PRO E ROUGH OPE documents ments that et these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. JSE 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 E PDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POU 1. responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: 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. TO FOOTING). construction. All construction MUST be in accordance to the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION' MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)':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 documents. Any questions regarding the information found in these plans should be directed to our Quality MASONRY AND NAILS TO TRUSS FOR UPLIFTS LESS THAN LBS (USE (2) STREWS FOR UPLIFTS LESS TENS IF 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 ECORNERACH ACTOR O MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2"SDS SCREWS AND 5.1 4" x 2 1j4" TITENS ONE EACH SIDE OF TRUSS.. /4" 21/4" SIDE ( () / TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER DURING will be considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, THE CONSTRUCTION OF THE PROJECT, OR AFTER Without advanced notification and approval the NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON, Designer/Engineer. Payments will be made in accordance to the MISSED, CONTACT THE 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. a0 UL :REEZ 1�11lI1I Mam arthwest Florida® ,U : R FLORf Di+\ �256 .loCPT -cel`f 3 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY tL0 rTej�h e�`5P EN'-99' o o • :�S ' a 878S4 ci ...STATE OF �� l � •� y e{ aW Lo OD 10 qk ik �EEao (]mN M �# ri it Ti H. �_� °' Q ter``" Daaw Ps aZZm LLi Lj a a ¢ a r Q mNy 3 mW��I m m o maq LL .i€ m a E B O ¢ O N 2 F WiM.FDSENG.COM ❑ ❑ ❑ z N " z z Q O N o a LL - Z s n W � •u E E O _ O o W to c m m M R3 m U m N E w 00 u U w d Lo C Q rnduOo lff/-A\DAMS HOMES! FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O a LL z Li ' U V \ / N N m m z m Q a 0JLLI::) 00 o u J m (n ir) TF Model Name/ Number: 3000 Plan Issue Date: Tuesday, January 21, 2020 KA PROJECT NUMBER: 19-8299 Sheet: w Of: COVER SHEET I BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT SPACING TOp BOTTOM SPECIES CAP.(plf)NO 16" (2) lad TOENAILS (2)16d TOENAILS SPF UPLIFT [MARK SP2 W/ (%IDd SP1 W/(%lodSPF 402 i6" STUD, (6)10d PLATE STUD,.(4) SOd PLATE 18" (2) SP2 W/ 16 10' (2) SP1 W/ (6)10d SPF 803 STUD 16d PLATE STUD, 4 lOd PLATE BW4 16" (2)16d TOENAILS (2) led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (010d SP1 W/ (6}10d 16, STUD, B 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ (e}1Gd SYP 878 1S, STUD 8 10d PLATE STUD, (4 104 PLATE BW7 12" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT SP2 W/(6f1od SP1 W/ (6flOd BW8 12". STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 SP2 W/ (6) 10d SR1 W/ (6}lOd O(2) BW9 12. STUD, (6)10d PLATE STUD, (4) 1od PLATE `SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (61.10d SP1 W/ (6)-30d BW11 12" STUD, 6) lOd PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ is) 10d SP1 W/ (6}10d BW12 12" STUD, IS)10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP 0. F WALL , L/--DOUBLE SEE PLAN MASONRY WALL OR Cl` WALL. SEE PLAN 2x STUDS PER DOUBLE 2z HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/S3 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 120 TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A B W 32" 0 C W/ 7" ': INFO EMBEDMENT OR 1/2 A.T.R.W. SIMPSON SET W/ .. SW= SHEARWALL MIN.7' EMBEDMENT PAST STEP DOWN. '; REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. 7/16" OSBPLYW'D W/ SAME EMBEDMENT NOTTE#8 W/BENAILS BRG" WALL DETAIL AT 4"m IN FIELDEDGE. ELD AND SEE G GENERAL EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WP06/$3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO RV PROJECTS ONLY N NOTE: THIS IS FOR 2 5r0 J FIRST FLOOR CONNECTIONS. ( 1 e. IF "SW" IS INDICATED THE WALL IS CONSIDERED A A AND REQUIRES MIN. EDGE TO (1) SIDE OF WALL 7/18" OSB PLYWOOD W/ 8tl NAILS AT 4" O.C. IN FIELD ANDND EDGE 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE DWI, DW4, BW7, BW30 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 30d=0.148"DIA. x3"LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(LD) C1 (3) 2 x 4 #2 SPF (4). led TOENAILS 0 -1 W/ 1/2" WEDGE FDTT2Z C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 1 1/2' 2145 BOB SCREWS (3)2 x4 SYP#1-DR- (4)-16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4- X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/S" ATR** 65 U = 6665 SYP POST & (12) -.led NAILS 6 x 6 P.T. #2 ABU66 W/ 5/W ATR** G -120DO CB SYP POST & (12) . 16d NAILS U = 2300 x P.T. #2 B 8 ABU88 W 2 - 5 8" ATR .* /O / G = 24335 C7 3YP POST &(18)-16d NAZIS U=2320 CB 3.5 x 3.6 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (14) 1/4" x 21/2" BOB WE & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS25 W/ (14) 1/4" x - C9 1.8E Fb--2400 PSI 21/2" BIDS WS & 5/8" EXOPY 6645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8SDS2.5 W/ (20)1/4' x 21/2" SIDE WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5,25 x 5.25 P.L. - S.SE Fb=2400 PSI HIN18-SDS2.5 W/ (20)1/4" x 21/2" SOS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 PA. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" BOB WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, ORATR* ** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6- EMBEDMENT FOR 5/W ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF [CI 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 (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON w. GUN APPLICATION NAIL DIAAENGTH NAIL SPACING Ed 0131".X 2 °k" 0.131" X 2'A' SEE PLAN RING SHEATHING SHANK ON ROOF. ROOF & WALLS 10d OR 12d 0148" X 3" 0.131E X 3" SEE PLAN BLOCKING & TOE O 148E X 3'A" 0.131" X 3 $4" NAILS & TOP PLATE 12d 0.148" X 3 %" 0.131" X 3 �A" 8-O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148E X 3" 0.131".X 3". 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162E X 3 %' 0,131E X 3'W" (2) 16D(COMMON) SEE PLAN (3) SBD ( GUN NAILS) BEAM SCHEDULE MARK .BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYR W/ 7/16" CONNECTION: PROVIDE (2) ' OSB FUTCH 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 TO CMU O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BOWSEAM USING SIMPSON HTS20 TO WOOD POST O 12d N ROWS NAILS 4D 12" 2" OR (2) SIMPSON HETASe TO CMU O.C. TYR EACH SIDE R EACH COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 12 SYP W/ 7/16' CONNECTION: PROVIDE (2) CSNg31) OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4"x 111/4" LVL CONNECTION:. PROVIDE (2) 2.GE Fb-26DO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" X 3 1/2" BOB W000 OR (2) I OR (2) SIMPSON HETAS6 TO CMU SCREWS 01.6" O.C. TYR. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-1314-x11.7/8"LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016E O.C. TYR. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16' LVL 2.oE Fb=2600 PSI NAIL BEAM CONNECTION: PROVIDE (2) (M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4".x31/2"BOB WOOD SIMPSON HTS20 TO WOOD. POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 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. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE HEADER SIZE REMARKS (2) - 2X6#2 SYP SEE GENERAL HEADER NOTE #5 LMARK W11/2"FLITCH PLATE THIS SHEET •2X8 #2 SYP SEE GENERAL EADER NOTE #52 HO WI 1/2" FLITCH PLATE THIS SHEET (2) - 2X1O #2 SYP SEE GENERAL HEADER NOTE 45 OH3 W/ 1!2" FLITCH PLATE THIS SHEET H4 (2) • 2X12 #2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET (2) • 1 314" X 11 114 ATTACH TOGETHER W/.(2) ROWS 1/4" X 31/2' HS LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16" O.C.iYP. EACH SIDE (2)-1314"X9114 ATTACH TOGETHER W/(3)ROWS 1/4"X 31/2' H8 LVL 2.oE Fb=260D PSI .SOS WD SCREWS @ 1e' O.C. TYR. EACH SIDE HEADER SUPPORT NO, OF JACKS & STUDS REO. AT OPENINGS 2X4 WALL 2x6 OR 2x8 WALL OPENING SIZE JACKS I KINGS JACKS KINGS EA. END I EA. END EA END EA, END (1) (2) (1) (2) 4'-0" - 9, 0„ 12) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st 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 MULTPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 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. R b n W N 4 v a O 4 m N N S2 HOSE+ BIBB 37'-0" 22'-4„ 17'-0" 20'-0" 12'-2" 6'-10" 3'A" 3'-4" X 4'-0" A t 12 CD11 91-9" 9%9" TEMP. FIXED S3 GLS. WINDOW 23 SH S. 0 TR. " --------------------------- � C5 __________._______ BM3 C5 BM3 --------- - -. - - - GARD�TUB i q � I 4030 FIBERGL. SHOWER COVERED PATIO i Li 2os6 I W.I.C. OWNER'S BATH _ R/s - v 4 8' CEILING ' � I 8' CLG 8' CEILING G.T. - - - -'- - - - - - - - - o - - ---`- - o W. 7• " 8,_8" �.. 6'-8 9'-0" 5'-4" I N N 8' CL CONC• i I F09 1- STOOP ©. O Bi © I '_ - - - 2068 - , S-3 DEL 25 SH DBL 25 SH R/s 5 SH. ° ° '. ° 4 H4 R/S 2868 868 - I I 2x6 WALL BW2 2x4 CAPPED WALL I. '. AT 42" HIGH A.F.F. 2x6 STUDS C2 ' DIRECT VENT LAU N D Y ROOM I NOOK 4'-8" 3'-0. s'-1o^ 4'-4" 8'CEILING 8' CEILING 1 W rz------------------- " r rb + II p I HANSON BOX I E 36" AFF I rI FAMILY ROOM OWNER'S SUITE w 1I 8,-4„ 9'-10" CATHEDRAL CEILING TRAY CEILING 00 w Li L - JJ 2868' i Cv O I , 7 PANTRY' 4'4" 6'-0" lu N Ei� 8' CEILING I 12" RAISED i - `-----------`---1------' -- -- - - `o BAR w/ 42" ' HIGH WALL i 2868'__ , I ., W/ (4) STUDS C4 i 3,_8" 0 2'-0„-------- ----------------- 5'-4--- ------- 6'-0"-- --- v. 6'-4" 2,$" 12'-10" 11 i a , KITCHEN a'-0" HT. wn L. i 40 I O R; 8' CEILING coI '- R Kl 'a ' , ' 12"X12" COL. TYP. 12"X12". COL. TYP. m y en4 jE] ' 86 NC, M _ v I 8' CEILING � w I D/W I I I in a o L L IQP , 18'-2" DINING ROOM N i I RANGE/HOOD O O REF. Q 28 CATHEDRAL CEILING _ _ ____ _ _ _ _ _ _ - _ _ N in PROVIDE PLATFORM , 2868 - Erl.- V ESIZE VERIFY SIZE W/ER W/ , .:..: , < :..... .... - MANUF. F A WALL Nl C2 BW2 W.H. ° TO PROVIDE 01 � I - `� LL =. NOTE: BUILDER APPLIANCE PROTECTION IF N I In v 2'-6-BATH N 2 ? w M REQUIRED BY MUNICIPALITY. - o m SEE SHEET 4 FOR DETAILS � N 8' CLG d ----------------- PULL DN. STAIRS LOCATE IN FIELD BW2 a' 22 1/2" X 54" MIN ti Z R/sH FOYER III N W-. C4< 10'CEILING BAT ° 8'CLGo a z 19'-4" 6'-4" 8'-0" 4' 2 CAR GARAGE LIVING ROOM 0 8' CEILING 10' CEILING O R/-`' - - - G T I I N --- ----- ----- 3 W/ (1) 4068 2668 12' S.L. ATTIC ACCESS 16" TRANS. ABV. ? y LOCATE 1N FIELD C2 iDT" T.O.M. 8s& ry4Y 2" X 30" MIN Sol ENTRY - - -- - - - - - -- --'--- G.T. ------- ---------�- © 10' CLG. CD04. S3 BM1 DBL25SH °D ----- ■ ■ B. TO OF-0M ' 6 3" x 1-4" 4" @ O �t G.T. MS12 TRANS.ABV. 4 --- - S2 i q n 10'0T.0 M. ----- BEDROOM --- #3 BEDROOM #2 O, d W CEILING 8' CEILING i � o 16 X 7 OVERHEAD DOOR W EGRESS EGRESS DBL 25 SH DBL 25 SH O 2'-0" 16,-0" 2'-0" 2'-O" 9,,$" 5'-4" 2,-8" '17'-0" 20'-0" 11'-8" 22'-4" 59'-4" -HOSE BIBB n in rill M n S01 S2 U)O N VERIFY LOCATION W/ BUILDER • 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.91E 1 (R) +27.6 / 37.0 +26.5 / -28.8 1 ( L) ) +26.5 / -34.4 ��.,..,. +24.8/-27.1 I..(F-) +24.8/31.1 O'.,. +24.3 / -27.5 O +23.3 / -26.0 NOTE: I. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME_ WALL 0 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 O m FLOOR PLAN 116E SCALE: 1/4" =1'-0" (W/ COVERED LANAI 20'-011 x 11'-8" OPTION) I GENERAL NOTES I 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. 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. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-Inch (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 -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) (lpsum board or equivalent. R312.2.1 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1-829 mm) above the finished grade or surface below, the lowest pan of the clear opening of the window shall be a minimum of 24 inches (61-0 mm) above. the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass. R308,4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 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 0 36" aff Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framingmembers with 2x blocking g provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" D.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS IM FLOOR 3000 F I TOTAL. LIVING (AC) 3000 S.F. GARAGE 448 S.F. COVERED ENTRY 30 S.F. COVERED PATIO 233 S.F. TOTAL AREA UNDER ROOF 3711 S.F. P N 878,94 w 64 �9'• I ccZ TE OF PO �T 4y T R � e," 0 Ai,- ,�a�,,. H N N W 00 u�00 .i U � � m 4k 4F iF ii IJi 1°rom6 ti D z 'o W mp �`o . a au'W LLT S m5 aWw `S 320 Qr9n is "rdm€ OO Xm 2 A0 mH G 0 0 MN V O WWW.FDSENG.COM ❑ O. a. I �m Z 1- O z " Z o J TL ! o_ - s Z RoR. Ln U Z o E U - 0 Q w o (n c m ao ("n U 0 N E W 0 0 2 O ^ N ir N ® nv rndt°o A c 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE y Job Information: B a 0 N m .O. c [ 7 a � lLL a 0 z O W L Up _ 0 o OT C 4_ O N N m z N � N �mCa Q N o 0JW� •� o GOLL J m W v m � Model Name /Number: 3000 d Plan Issue Date: N a Tuesday, January 21, 2020 a KA PROJECT NUMBER: d x 19-8299 Sheet: Of o N FLOOR PLAN U 59'-4" I PLUMBING RISER RHG N.T.S. FM19 3.1 TYP. C CORNERS O r c a (O N v I 9 HOSE} q BIBB r 37'-0" 22'-4" FMO3 17'-0" 3.1 j 20' 0" 4'-W 5'8" 4'-0" '-4" 3'-10" 3'-0" 3.1 (0 ■ ■ ■ ■ ■ ■ ■ ._______________ ____. _____-___-__________ ____ r — — — _ _ _ — i. __= - 0 W.___--____ w , ' iN I N 1 , F2.5 F2.5 ¢ ; II GARDEN I,`'I, W/C ; ' z I TUB o ;114030 FF13ERGL I SHOWER L — J 1 ' ' C.J. 0 7' 4" 7'-6" 1 F2.5 , ■ N ' I I 4'-0" 3'-8" 1'-8" 7' 0" , ; 2' 0" 3'-8" 2, 0" 7'-0„ 5'-0" ,. 9'f>" 3'_6" 9' 4" ; FM01 It a , FM01 FM10 , , ' 3.1 , 3.1 3.1 LAV �r = n� LAVr ■ ■ STEP ■ ■ ■ DOWN 4" ■ ■ ■ `------------------G= ■------------------ I p I I g ]-- ."�= -----------_. _---------- _________' _ ----------- :---m ■ ■ ■ I F2.5 , 7,-6„ I � , 1 50 ■ hl W II rL — J LI — — J 1 1 , ' MASON TO COORDINATE W/ ; , ' BUILDER LOCATION OF ELEC. ; ■ ■ ; GROUNDING. SEE ELECTRICAL ; SHEET FOR DETAILS ; F2.5 , Q � I rr--V PCJ� Q I�,= 11 ill _JJ CONDUIT CHASE � ; ;DBLSINK :W/DISPOSAL y I REF. �^, , --- I -------- L_______, Y_______________ s 2' 7" 2'-6" 7'-7" 3'-O" 2'-8" 2'-0" / STEP DOWN 4" W.H. .p HVAC ° °-t D - T,11 i F2.5 o ; ,7 = = ,, I I �• _ '� I JJ �� II r — -11 LLB I i ' 19'-4" m , 1 II II 1 II VAN L — II W/C I ; I — = JJ] 11111 ]]III IIIII IIIIIIIIIIIIIIIIIII�CI ■ 1 ' ,. _________ PROVIDE CHASE v,_ 2x6 WALL tUB/S, H011J��2 FOR HVAC UNIT _ r _g , I ' I °-I FM11 ° 18 I L N , ■ VAN i it = y W/C I 1 - 1 � 1- 1 1 , 4 STEP DOWN, F4.0 F.04 5 1/2' D FM02 , ■ ■ ■ 1 N , I , 4 F3 09 F3 02 FM03 ■ A q i , 4 ' FM01 I o 1 � a 1 1--m- 2'-0" 16'-0" 2, 0" 2'-4" 7'-0" 3'-8' 7'-0" 2.4" 20'-0" 11'-8" 5'-4" 22' 4" 59'-4" 0 CHOSE r BIBB q in op 0 .i in a 1� a A/C COMP PAD 4" CONC. SLAB _ FOUNDATION PLAN "B11 SCALE: 1/4" = 1'-0" N h 0 i_ GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL.. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC DOWELS 17" EMBEDMENT W/ 2511 EXT. ABOVE SLAB. 4 CONSULT W/ MANUF, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS 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 DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Rc3] F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. SOT. 20M F22 0 TO" X 2'-0' 11.0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 11.0. 3 #5 E.W. GOT. 11000 F3.0 3'-0" X 3'-0" V-0" 4 #5 E.W. BOT. 15600 F3,5 T-6" X 3'-W 1'-0" 4 #5 E.W. GOT. 21500 F4.0 4'0" X 4'-0" 1'-0" 5 #5 E.W. GOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 346M F5.0 5'-0" X 5'-0" 1 14" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6`0" V-4" 7 #5 E.W. BOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING Q 11 O ♦`,,cj I E NSc�;,-95� G, N N 87864'; N TF STA7E OF Gr` `• c a ,c I lV�a F- byd aw�Q�� i 8gC W N GJ V N W �Sw F wOe� a0 13.� '4a9`Z�aMd°y E3a 0� 0)m Ofi'Z 0 BI 0334° L° ❑ 11 ❑ % �WW�W.fO3ENG.COM ()m 0 Z N O W z m o Z � a o O /^J a s z o Y I z Q O / p E' U — 0 O w No N c m uua � U O o w U m 5 _m N0 c 'n at CQ a rn o urn li, Q'I m I ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Information: `Job I / U 0 a u°. z D W Lo U � d /9 D 1 N 3 E 2 N C" z 0 m ( a Om '^ ,^v 00 ti J VI Model Name / Number. 3000 Plan Issue Date: Tuesday, January 21, 2020 VI KA PROJECT NUMBER: 19-8299 Sheet: 3 Of: .FQUNDATION PLAN (2) SIMPS01 MSTC 28 EI SIDE (TYP.) STAGGEREE N LGT3 SDS 2.5 3DS 1/4" X21h" W/ ,KING AT 24" TH LOCKING TO VILL REQ. S SDS 1/4" X3" C. NAIL SPACING VV/ LU - SUJ 1/4" x 21h" (TYP.) 1 1 HEADER / COLUMN DETAIL 1/2"=i'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" REINF. OPTIONAL CURB FOR 'F.F. VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" - •— - — - - — " , W/ (1) - #5 BAR CONT. •. • �. N 2 STORY: 20" X 20" ti • •'i, REINF, cOv I W/ (3 - #5 CONT. 16"" (2) #5 SEE PLAN ;►,`;a;, REBAR 16„ BEARING (2) # 5 REBAR i FM07. I SINGLI- STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"=1'-0 REINF. SEE PLAN — ==1 I I F=11 I - #5 REBAR IT. FM03 I THICKENED EDGE 11/2"=1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE 2x BRG: WALL (SEE FLOOR PLAN FOR MORE INFORMATION) -- DOOR. EXTEND6" BEYOND OF GARAGE * *• F.O.M. EACH END, TYP. GAR. FIN. FLR. 04 14 *. I 4" 16' 4" 1 ALIGN DRIVE W/ BOTTOM.OF o (2) #5 REBAR RECESS &PITCH DRIVE cv ' , ` 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2":. EXP W (3) - #5 CONT. 2 STORY: 20' X 20" JOINTS 10" O.C. TYP. 16 l2) #5 REBAR W/ (3) - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2^=1'-0" FM10 INTERIOR BRG WALL 1/2"=1'-0" 2x BRG. WALL J 2 STORY: 20" X 20" (SEE FLOOR PLAN W (3) - #5 CONT. FOR MORE INFORMATION) /TOE LO i, ENS' ^, o N O N 87864 ST TE OF Q1 w iQ �•. �:ri .C` � c0 d r c", N C ti &iw wg f cNl W gg+ g it 0$$t9 w DZ. o �L "�oM° O. ' 5» w to LU 4„ 16" 4" -245 REBAR �9� Qry�Q Y 0OF m W rndo 0 m O g= qm FM11 STEP DOWN BRG. 1/2'=1'-0" E.I Z� mn a a a yL� EEgry IL 0 O� w.p cn C pp4 'm'z V O J OPTIONAL CURE SLOPED GROUT - SEE PLAN ' .F➢SENacom fi ❑ ❑ ❑ OR MASONRY AT TO DRAIN 4"x 4"x 16" it w SEE PLAN @ C9 m o TYP. SEC. f T6 z n ELEV.O'-0" WITH CURB ti 04 8. (1) #5 BAR CONT. (G.C, VERIFY) ao H z I I z z F.F. REINF. i'O c Q o - IL _ _ _ ,�. (SEE PLAN) deo- 2 #5 CONT. 3 a ri INSTALL LININ2 #5 BENT BARS W/ G MATERIALS PER '. ` W FBC-R P2709.2 MIN. 25" LAP SPLICE ,c U MUDDED FUR. ° 16" SLOPED TO DRAIN #5 CONT. MIN.0)0 o E U — ° a FM14 SECTION @ RECESS SHOWER 1/2"=J.%0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0' 4 mm r n U L° N E w ALTERNATE: 10 `------`— w O O ° THE REINF. BARS SHALL BE GRADE REINF. c #5 CONT REINF. SEE c — 5 CONTINUOUS AROUND CORNER PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR ,y U Nod o 0 MIN. BAR LAP OF 25" QUANTITY C U) m ' #5 X 25" X 25":� Q o °o :. -., .• CORNER BAR ONE - FOR EA. HORIZ. ® DAMS HOMES REBAR, TYP. U.N.O. - - (2) #5 REBAR c 16" m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" x 10" " GULFBREEZE FLORIDA 32563 THRU FOOTING W/(3) - #5 CONT. m r a DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 14/2"=1•-o" FM23 TYP. FNn PENETRATION 1/2"=1'-0" 6 PORT ST. LUCIE Z Job Information: �o a r o ,noo 0 ® N 'a IL t' x a Z N U Q LO U H' `J I , ) M N 3 E 2 o m Z N i_'i(�m m 6" 0_1Lu� o ao u N Jmcn(n Model Name / Number: 3000 d d Z VI Plan Issue Date: Tuesday, January 21, 2020 mV I KA PROJECT NUMBER: 19-8299 a N Sheet: A � Of: . L FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 3,000 x 3 = 9,000 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 37,750 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 27,750 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 27,750) =11,100 + 100% OF "B = (20,000) = 20,000 TOTAL WATTAGE = 41,100 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 172 R in USE 2 RED HEADS -J TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO IFM24.11ALTERNATIVE PROTECTION BARRIERI N.T.S.I Q------------- ---- ----- - -©---------------------------- ' , I , I , , I I i INSTALL FAN h� BOX PREWIRE I I \ , , I i TIP , ,1 IIIIIIIIIII 1 220 I GFI II / I \ i LI OR I ,,L =JJ ' d. I C_Dp,Q_� FAN PREWIRE I w Gfl ---- _ - --- --=•i \ \ GFI I , \II GFI; I �I 11 \ I________________ GFl GFI GFI ' _ , _ 1 ,. ,I ' �I dt r ISP ' GFI. FOR D.W. GFl I / ' GFI I I GFl \ I '. r - L \ ( O FI G---,---- GF-I--- FI; 22 GF 220 FOR HOOD W _j W Q /2 F U W ULil Q , {y} "____-___ x____-, " a ATTIC ELECTRIC w Lu ; IF REQ'D BY CODE I, Y „ GFI (a q/ GFI 42" ' FOR GARAGE DOOR OPENER I (---------- ----- WP , GFI db1 � 14 I i , HOSE BIBS (COACH LIGHT ' I 777 I I / � ' I I r / COACH LIGHT - - - - - - - - COACH LIGHT , �e INSTALL FANS BOX PREWIRE:.I,.�J INSTALL FAN / /BOX PREWIRE I 1 I I � ' I I I I I 11 ATTIC ELECTRIC \ IF REQ'D BY CODE 1 � tn7\INSTALL FAN L.J BOX PREWIRE CHOSE BIBB =� ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314A AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND20 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 DEFECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36'.FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN.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 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH is CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTUREu -QTT n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET a CEILING FAN lb 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' uj 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET' D0 P DISPOSAL lT.V. CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP ® RECESSED LIGHTING PREWIRE SPEAKER a JUNCTION WATER PROOF RECESSED LIGHTING O BOX THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 O INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE = 210 COPPER OR 410 ALUMN. IN 2" CONDUIT METER D A!CDISCONNECT UNDERGROUND t SERVICE BYPOWER COMPANY# 14 COPPER TO LIGHTS AND OUTLETS TYP #12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER #.8 COPPER TO RANGE INTERSYSTEM# B TO HVAC BONDING TERMINATION #4 GROUNDING WI- RE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. W 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, 00 .3 E O c N m G CN N g M `0 c $ N H s a G) G) V 82- w �j N 'DO E 5 w` F YI W z g d8OD Ovmrno mrd a Ls� W N � .M. � a 0 lip? Q 0�2;�aLq as M° �ar i g-�Z 3 z o 0 d "wsfrfrgg wl"Jrm OOI- m .8 w'a�Ea�gg�m0m 6 5Is �.?A8�m 5 EF 0 O $ 28L Z 0 ao� 2 me1a G Ut-.J s s y r5 1'VWWW.FDSENG.CONI 1111❑ m O oM N � z ZN 0 I y " P c Q o J -0 ®I � Z o w � " 0 a E Q N C m o V) m0� fl i T6 O cMv EEp N 100 m en u NC5m 00 DAM H S' S v FLORIDA CONTRACTORS I CENSENO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 m DIVISION LOCATION: PORT ST. LUCIE 0 TI Jab Information: -a ro rr��r/ M U O G> a D rL F_ � li 12 a ' , z1 a T� LL J L vI FL° N w M E \ Y O N cIBM /� "N N E 0) 0 •• • E 2 1 Q_ILuZ) VVI o N J co u) U) c0 LL m Model Name Number: 3000 Z o V1 Plan Issue Date: a Tuesday, January 21, 2020 0 KA PROJECT NUMBER: 8 s 19-8299 a O1 Sheet: 4 Of: N )N ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust r 12 6 iING 0 ENTRY TOP OF BLOCK 48' OFF RIDGE VENT O.W. _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ — _ — _ — - — - — - _ _ — - — - — - — - - n p cp iD 25 SH FIN. FUR. 48' Off RIDGE VENT 48" OFF RIDGE VENT \ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH RIGHT ELEVATION "B" SCALE: 3/16" =1'-O" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING OP OF BLOCK T.O.W._ 4 LITE TEXTURED DECORATIVE m 23 SH CEMENTITIOUS COATING 3'-4" X 4'A" TEMP. FIXED GLS. WINDOW DBL 25 SH DBL 25 SH RN. FUR. CNTR. ON TUB 2868 zaoa REAR ELEVATION SCALE: 3/16" =1'-O" 48' OFF RIOGE VENT Soffit product provides 4.12 net s in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf _ Overhang distance 1.33 ft S.F. of Area to be vented (SF) -3716 s.f. Total needed for exhaust for upper 1/3 892:net sq inches Total needed for intake (soffit area, lower) t` 892 netsq inches `- Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 50 Lineal Feet of Soffit needed to meet required 162 Lineal S.F. provided by plan '264 s6/ 48" OFF RIDGE VEM 0 L 3 t O i1-6 N s e N 9,9�,�� N S. 64 N 87864 N ATE 'DF .'ki` >�✓p L R1nP' �% .� +ieef®nttt F 8 BEARING @ENTRY a �BcE 0 ��W N �w gg Ill rD N r m Go TOP OF BLOCK Q ° o m IJ J� JHL N gg �gQSM1�� LL LL LL _ _ T.G.W0 5— . ioPm DmmoM1,� Q t.IL S Mi `Y mA a a 4'c ;Q W � 4op 60 rl a g���g a W. �" S w Z.a a Z Z O DBL 23 SH m d -�`°5n�' m m OJ m , m. m. 'C D��oc+ T RN. FLR. BE, a Z d a e 1. W BEARING O ENTRY TOP OF BLOCK _ - - T 4 0EX0000�0®�0 ao �a0000aF a o 0000aFE-: 11 E Io toODEJE110� DBL 25 SH F.F. -- 6'-3" x 1'-4" TRANS. 16' X 7' 32 PANEL 3068 W/ (1) 12" SL OVERHEAD DOOR 1'4" TRANS. DOOR STYLE MAY VARY REFER TOSPECIFICATIONS LEFT ELEVATION "B" SCALE: 3/16" =1'-O" WWW.FDSENG.COM ❑ ❑ ❑ v M UI n Or Z N _ Z y Z M a J ; UC 3 a � a Z Ln (D g o N 42 y W c � E m E ���11 V — N {led 0 0' LA 0' o � � mtr� AF- U 12NE 0 65 = N O U w c L QQ a mo»D 4m N ® D5 "Offts ° FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY 26 GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE v z NJob Information: m a n � w a O 0_ s li BEARING @ LIVING - � .. g a o 0 Uj TOP OF BLOCK —_ - — - E 0 J (V N r.o.w. o m M Q N o_ INS MENI] m -- — OJWZ wL°- t 4 0 -m(n(n p N QVI Model Name / Number: GO y 3000 sVI Plan Issue Date: DBL.25 SH DBL 25 SH FIN. FUR. Tuesday, January 21, 2020 - - - — - — - — _ — - MPROJECT NUMBER: DEC. VINYL SHUTTERS LITE TEXTURED DECORATIVE Y 19-8299 IN M1 miv� CEMENTITIOUS COATING a rn Sheet: ® Of: N FRONT ELEVATION "B" SCALE: 1/4"=1'-O" 0 ELEVATIONS-B F. U ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX L THICKNESS IS 15/32".) IF 15/32" IS SEE DIET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING' W/ APA i FOR SPAN I 7/16" OSB SEE "HIP/R BLOCKING" EQ. - Q CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN, SEE DETAIL TBO4- - - "X" BRACE SEE (VIDE DETAILTB01 a '0 COMPLY 'OMENDA 4 ^ - - - - TIONS _ p ATING OF � IDGE _ - - DETAIL - - Q - - - - cl W O m O O � a Q w EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -J R FIRST 4 O ROWS OF TRUSSES 4'-0" O.C. MAX. FOR NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINQTNAT MAY BE RE OUI 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB: TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS i 4 FT. 2 '------------------- ----------=-------------- -----... -- 4 FT. 1 O2 1 7 1 2 2 l /x 1 5 F1. 4 Ff. O 5 Ff. 4 FT. 1 O2 4x 'O. 1 � ' O O O 1 I O 1 1 4 Fi. ------------ ---- O O 0 4 FTa 4 FT. O `v ROOF NAILING ZONE DIAGRAM AO NAIL AT BASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @ W D.C. Vi COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT W O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE Tod RING W/Sd COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" D.C. O (2) 8d NAILS @ W O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" Cli MIN. (SHINGLES) SPAN RATED 24116 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS 1DO 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 PENETRATE SURFACE MORE THAN 1./8- 15132"-OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE! EXPOSURE 1 BEYOND O SHEATHING SHEATHING II II LI I I II II II SOLID 2x ww II I I 11 II 11 1 BLOCKING @ ALL = W II II III II II II. 11 1 SHEATHING N 111 II II II R I EDGES (SEE y II 11 II. II III C III II C II I. I SECTION X-X) 0 PROVIDE I II III OPENING 111 11 I BLOCKING AS 11 It II -ir - _ - UU REQUIRED PER - o II O SECTION X-X IF II II I I I II a NOT FULL _ - y HEIGHT SHEET G It II III I - II It J. 0 II II III !III TT _ _,r III I I II I I II ' II II _ 2x STUDS �w LL O ^ n II II. it II BEYOND. y > ¢ F 0 II II 1II I I I II I 11 If it II 1 SEE PLAN o N O VJ Co L. cr HII II 11 11 11 I z rn 00 LOOR SYSTE I I I [11 LL (nEL. IL SHEATHING 2x4 P.T. BASE PLATE BEYOND 2xRIBBON VERTICAL HORIZONTAL SEE PLAN P OR BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S"=NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN q,1 X4#2SPF /8" TURNED VERTICAL W/ 7/16" FLITCH PLATE TO, W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I 4" 1 S 1/2" I g. /2" W/ (4) 8d NAILS - (2) Sd NAILS @ 3" O.C. S SINGLE NAIL EDGE PA .IN " DOUBLE NAIL EDGE SPACING /2" ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES1 N.T.S. CONNECTOR SCHEDULE FOR: MARONDA HOMES- 3000 Elev. B TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING FASTENERS NOTES C1,C1B, C3,-05, E7, H3, H7, L/R 302:#orless HETA16/PERTRUSS MFG 1810# (9 10dx1-1/2 (9) 10d x 1-1/2 ',A1GR, A2-A4, Gl, G2, G3B- L/R -929.#orless HETA16/HETA16 ]11810# (9)10dx14/2 '.. :61GR, 82, B3, D2 D7 ' LjR %788#orless HETA16/H1OA 1810#/1040# (9) lOd x 1-1/2 18 10d x 1-1/2" E7P, , K1B H7 P`= K56,.. ,'CJ. C3A.-CfS - ``-.724#orless H10A/PERTRUSS MFG 1040# (18)TOO! x1-1/2 .., - T (2)HTS20/(2)HT520/PER TRUSS 2620#/2620# 48 10d x 1-1/2" ( )„- ;I(8GRT#orless MFG 48 10d x 1-1/2 D1GR ' 1. .. .,;.. ', L`I.R .'., . '-132R tli or12s5, (2)HETA16/(2)HTS20 2035#/2620# (48)10dx1-1/2" 4S.10dx1-12' I P RTCOLUMN X RT 4 SU Ica s� tc) Mill, 2 DTT2Z - ( ) 2145# 1/2" WA. SDS SCREWS , 8 1 4' x 1-1/2" D7-Ci),�OZ]U(�POiiCOLUMN R DTT2Z ".' 2145# "L 1/2��WA. SDSSCREWS 8 7 4' `'. (32). 16d SINKERS 5 :, .. ... ..I,,,, ,• ,-, JV3Gj1 -' i ,' ;, I,/R"` ` -4163#orless (2)LGT2/(2)HTS20`4300#/2620# & (14)1/4" x 2-1/4' TITENS .. ^; 48 10d x 1-1/2" (9) 10d 1-1/2, M/R -1604#orless HETA16/HETA16/H10A 1810#/ 1810#/ 1040# (9)10dx1-1/2 (18) 10d X 1-1/2 Ji - y(9) 10d x 1-1/2 �385 L / M / R -1752 # or less HETA16:/ HUA16 / HTS20 1810#/ 1810#/ 1450# (9) 10d x 1-1/2 x (24)10d x 1-1/2' - x 1-1/2" ' SDS SCREWS `P A6GR11 `, ,=. , CJM/R. -4145 #L7T 1E445' �: HETA�.6/VGT/liA1$li3d/4944it•/1040# (16)1/4"x3' S/8 ATR w/12"EMBEDMENT w/SI MPSON 'Si EPDXY @ _ ' ' . ., .. ., v .:. .. (18) lOd x 1-1/2" MGT PG2 PG2A PG26 'CONT BRG ,PER 1hRLISSMIi-4' PER TRUSS MFRG TRUSS MANUFACTURER: ,DATEOFLAYOUt. 'INNATE OF TRIIS$ C.Ui 1/20/202( C= LEFT, R=RIGHT$iM-MIDDLE BEARINGS.,` BEARING LOCATIONSARE REFERENCED TO TitU58 NJA_NUFA(` RER'5-TRI,I$S �RAWINGS., �. ,,.. '. ..-„ •. - "' .. NNECTO IRS ARE SI M PSON PR DII TS ALL CO 0 C SIMPSON-CONNECTOR SCHEDULE USP-CONNECT OR TRUSS BRACINGO MAIM TYPE CONNECTOR B FASTENERS Opp gyp CONNECTOR & FASTENS FRAME TO MASONRY HE HETA2D(WBOIGdx11Y1'Wx1R 1810 �HITANW%Wi0dz12" O FRAME H2.SAW(10)N MAILS S65 AW(10&NA&S AND ADDITIONAL ROOF INFORMATION O FIUWE FRAME H10A2w1(18)I0dxIM)1wxI la. I14C T2PY LIMES 101$ INCRT18AW11GCAT21/: 1NC RT18-2 W(WIGA (VEIL 2PL` D O FRAMETO FRAME MTS12W(14)10dx I10(AT EXTERIOR LOCATION INCLUDE(3)12d T11NMES) 98D MTW12wA14)1Nx11/T(ATEx LOCATION INCLUDE (3) IV TO SEE SHEET S-4 OFRAMETO E MASONRY MGTw/(22)10d NMLSANDSB'AT.R.W1T EMBEDMENT W SIMPSON SET EPDXY am MWT16W281TIM MUSANDS1 iT EMBEDMENT W 81MPeON'S', O UWE FRFE,ME FRAME HTS20W iWx112' AT EXTERIOR (NI ( LOCATION INCLUDE (3)12d TOENAILS 18Nf 1310 T ' HTV20 W(24NCUUD (3r2 E LOCATION INCLUDE (9)12d T( O FRAMEro FRAME HTS20 4 10Ex11/P' TEITERIOR (2) ONIN U LOCATION INCLUDE (0)124 TOENAILS 9196 2820 x112"(A T (WCATIO INCLUDE LOCATION INCWDE (0)12e roE ©W12"EMSEDMENTWSIMPSGN'ME FRAME TO MASONRY HGT-2W(1B)10d NA1LSAND(2)M' A.T.R. MOW(HGT-3 FOR 3-PLY) 108BD HUGT2w/(160WNAIUSND(2) w112-EMBEDMENTWSIMPSI EPDXY(HUGT3 POR 3-P OFRAMETO: MASONRY FGTR W(18) 1Wx 7 SCB WOOD SCREWS AND (2) 1M x W TITEN HD ANCHOR BOLTS MISS 470 RFUSW(12)WS3WOGDSCRI (413N'%YWEDOE.SOI Ji FRAMEro MASONRY (1)Lw2wl(16)1w SINKERS A(7)1M'x 2-v4'TREN2 EMENOTE46BE 1730 2030 ORRAMETO J 2 MA80NRYI FRAME (2) LGT2 W (32) iN SINKERS &(14) 11Cx211eTTEN PLYTRUw 12 ) OR iN SINKERS FOR FRAME (28) (FA) 3800.M sz4oF 40�4A 3naF R) LUGT2 W (S2) ISd SINKER 1M"x3" DGE-BOLT PLY WE O Ofi iBd SNKER9 FOR FR (32) J3 FRAMETO MPSONRVI m euc 1 (2) LGI3 W(24) il4'z T$DS SCREWS 8(e)&B"x5'TREN (2 PLV TRUSS) fIA /ST IRA AINNFRA F(IR FRGMF IFGI 473aM MICEF 657aM 6860F (WUIGT3W(24j IWx212 SCREWS &(4)SBxS' WB(2PI I'L Ii"I IAA A1NKFO4FM F. ROOF PLAN 17611 SCALE: 3/16" VV SCHEDULE WE SYP 1585 1870 515 585 us 1020 WES WE 1NO M 1005 1195 B) 3330 4495 IOR 1285 1530 US FOR 25M Saw IIEA) AT.R. ET' TWO 9790 ND 7100 TRUE 8) 3100M ME(BA) 3800.E W325 6480 M V U53 6180.E ME 8 (1W 1w VI MASONRY I 1NNAILS U#1000 I WEDGE -BOLT & (10) IN NAILS Imm BEAM TO MASONRY/ HU460PTHUC46W(6)1NNAIL3& C2)IWx2We TITEN(TOMASJ GWIN'D UWBN 34300D V#1135 HUM OPT HWBW(6) 101 NAILS B o2)IWX23N'TAPCONSCrOMASJ G#1625 U#1030 G#201, Jam FRAME OR(12) lad& M IN (FOR FRAME) SYP'r SYP-M 0R(12) 1N 8(8) IN (FOR FRAME) SYP.F SYP-N FRAMEro (2) HUA16OPT (2) HErA20 1820 1320 HTAi80PT (3) HTAZO M MA80NRY 14xLY 2S6S 2365 1.PLY OR U30 2490 PLYWNx112'OR 2�PLY W (12)1N 2-PLY W (l2)1N PLYM 12)I6J HTSMIGW(9)1NNAILSAND(4)1/45 VC ws 1110 HTWMI6W(S)I0dNALSAND(4)1/4k1W4+ 1146 1225 TO TAPCONS WEDGE -BOLT OFRAME N MASONRY OR HTSM20 W(1 BE!N NALS AND (4)114'Y21M' ON 1110 OR HTWf02G.1 rGIN NMW AND (4) 1k'Y13M' TAPCON9 WEDGE.BMT 114b 1225 OFRAME P TO H10S W(8) N x11W NNLS AND (2) 3/8-W 780 910 MASONRY MAN HD Omz W(a) IN x1 IGC SDS WOOD DTBTZW(B)twxIIWWSMWOOD O MASONRY SCREWS AND (1) 108 A.T.R. EPDXIED W INS 2146 SCREWS AND (1) 1Z8 AT.R. EPDXIED W 1S10 IBM SMPSM-S9 (WE NOTE M) SNPSON"SST'(SE.ENOTEW FRAME TO HITS.1(26)1Na 10 NAILS AND (1) WE HR45 W/(28)18d#1FL'NMLS NJD(1) O MASONRY ATA' EPDXIED W SIMPSON'GET" 075 9090 SIB'S ATA. EFO%IED W SIMPSON'8ET' SINS (SEE NOTE4M BELOW) (SEE NOTE M BELOW) FRAME TO HTT4W(18)iN#12'NMLSANO (1)SB'B HTT4SW/(18)11WT 1Q!NML3AND0) O MASONRY ATA. EPDXIED W SIMPSON "SET 3840 42M SIB'S A.T.R. EPDXIED W SIMPSON "SET' - 41M (SEE NOTE N BELOW) (SEE NOTE N BELOW) O FRM RETO H1NYCN W(24) i0dx11M 7N 910ILLICIT ILLICIT W(23) N A ill" NAILS 875 1M OFRAMETO U HMBKT W(4) 14'x11ACSDS WOOD 160 7N MWw/(9)1N x 112" NNLSA 1306 1395 MASONRY SCREWS & (5)114W Ile TAPCONS (4) IN.1 S4"TAPCONS VGT W (16)14-W SDS WOOD SCREWS & OPRUNE V MASONRY (1) S8'PA.T.R. EPOMEDWSIMPSON"SET' 3555 4940 W 1P MIN. EMBEOMEM (2) VGT W (32) IW4' SOS WOOD SCREWS 8 WB'HAT,R, EPOAME SIMPSON Z)SET"W1TMIN.EMBEDMENT 5170 7185 tOF VGTW 16 iwx3' SDS WOOD SCREWS&HDU48�M2.5WE0)114h 12'SDSWOOD 3205 4565 MUGTISW(22)1Ud NNL38 HiTM Wpa) H60 SCREWS&(1)518'BA.T.R. I0dMNLS&r)wrBAT.R 4375 - 5005 (1)SIWEA.T.R.(SEE NOMA) EON &(1) BB'e AEMR. IEEE NOTE 0) C-CNFAL, C.lWNFInl1RNOTM, 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEMING WOOD WALLS I BEAMS wIW 12d TOENAILS. 2 ALL MUM TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3 G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4 FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#12 'TO TRUSS VERTICAL WEB W(2) ROWS OF 10d NAILS 03.O.C. STAGGERED. B MINIMUM A.T.R.EMBEDMENT: S'EMBEDMENT FOR IZATA.8'C.IBEDMEWFM&8'A.T.R.8'EMBEDMENTFOR7WAT.R(IFATSTEP, DEPTH IS FROM LOWER SLOB). a SCABTRUSSCHORDW4'-0'2z SYP N1(MATCH CHORD LUMBER 812EW(2)ROM IN®4' FROM END& a O.C. STAGGERED, CEMER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS! LINTEL& ICE WALLLA S UNO ON PN 2. CONNECTION AT N' OR 3Y O.C. PENDING WRTICA3 FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB121D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLSICF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RM BOARD TO TOP OF MASONWAT W O.0 MAx W(2) AT EACH CORNEE. G.C. TO VERIRLOCATKJN DOES NOT CONFLICT WTJI OF APPLICABLE)LAYOUT 5. CONNECTALLFLOOR UBSESTOIMER10REEMINOW000WALUBEAMSw1(2)12d TONAILS © M#PWW. CONNECTOR URIC ON FRAMING PLAN 1. CONNECTIONFO2JACKTRUSSTOWOODWMLOTBFAM n MINIMALCONNECTORUN00NFRAMINGPI4N 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.C.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/, 11/2" LONG T-NAILS @ 2'•0" O.C. SECURE! -CHANNEL @ 12" D.C. 0 METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA I CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL OPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLAbDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" L .. LfIf�E7j, 9 0 I v• s; No 7664 CN gib: TM •CC' <L 7 � STA E OF >1 I Ni i�Ot7 f 31\\r 1'- G3 tN„i N 10 �N00 i' agN .� 1!C13 d) g D 0 �9� Z g'Q.Gx.� 4 CiEsj W a W sgOQ 13 .\I W a) a a cc r�?�M4N5 gg c 3¢� .'nYI M m Y°1[ m m O Z aa iroN@Efi5III �� ❑�❑ WWW.FDSENG.DOM UI M 00 Z :iM N .O Z N j Ill J a Y c9 v � li 0 0 Q w t/1 Eu o m ..It U w mEll E Ooo ci ep -¢m6$B dim , F1 '@ FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE % Job Information: m a o m ry B O L� W n U � N Gl N 0) fV CN .maWO A E JLiJ Lom 00 W (// V) N Model Name /Number: 0 3000 Plan Issue Date: �z Tuesday, January 21, 2020 a mV KA PROJECT NUMBER: 19-8299 CD Sheet: 6 Of: N 0 ROOF PLAN C L) LINTEL SCHEDULE ■} ` 1 I t I I LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 ONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, rTICP�JPF FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO SLAB I� SEE PLAN FOR TOP OF WALLAND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) ". PRECAST LINTEL -REG. OR RECESS EEHEIF) - ° TRANSOM OPENING FRAME INFILL ' AROUND WINDOW . J. BY BUILDER SEE WFOI FOR MORE INFO * (2) 2X8 WOOD HEADERi r TURNED SIDE WAY ' ATTACHED THE FIRST PLY 2%8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 F.A. END. USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4) iOd X 11/2^ NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED ® 6" O.C. -OPENING - MS02 TYPICAL SHEAR WALL SECTION N.T.S MS07 I LINTELS AT ENTRY DOOR W/ TRANSOM N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPA W/(8)- SOd X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS O" q DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 S P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x 02 SYP/SPF P.T. W/ (3)1/2" X 8' "1" BOLTS OR (3)1/2" X 6 EXPANSION ANCHORS OR (6) 3" X 1/4^ TAPCONS OR )' (8) 2 7/8' HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 nAAonnInv nnnmirnrinni nrrAii 'v I N.T.S. I 20" MIN, LAP #5 REINF. BAR 9 #30R#4 REINFORCING BAR #3 & 44 LAP SPLICE " 25" MIN. LAP #5 STD. 90° HOOK #SR BAR #5 LAP SPI ICF SCALE:1"=1'-O" 36" MIN, LAP I, #6 REINFORCING BAR * GRADE 40 U.N,O. #6 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2 x 6 1/4' X 2SA" 12" O.C. 2 2 x 8 1/4" X 2=A" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- -- - -- - ' LINTEL w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. i BETWEEN FASTEN PT 2X NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"% 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED 1111 2x BUCK DETAIL N.T.S. 0 LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD (PLF1 COMPOSITE BEAM 0 17'-4" 950 PLF 200 PLF 404 PLF 108 PLF 8F16 -1B/1T 16" MINIMUM 0 5'-4" 5365 PLF 200 PLF 2276 PLF 108 PLF 8F16 -1B/1T 4'-6" 6113 PLF 200 PLF 2707 PLF 108 PLF 8F16 -1B/1T 5'40" 4242 PLF 1875 PLF 1746 PLF 890 PLF 8RF14 -1B/1T ® 7'-611 2661 PLF 200 PLF 1624 PLF 108 PLF 81716 -1B/1T © 4'-4" 5206 PLF 902 PLF 2362 PLF 409 PLF 8RF14 -1B/1T 7'-6" 2661 PLF 618 PLF 1624 PLF 312 PLF 8F16 -1B/1T 7'-6" 2661 PLF 948 PLF 1624 PLF 465 PLF 8F16 -1B/1T 0 4'-4" 5206 PLF 1048 PLF 2362 PLF 598 PLF 8RF14 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O O O HURRICANE ANCHORS (IYP,)—► R REBAR AT TOP MIN. (U Ra0'D bvY cLeAR (• 6.M.11 G T J . a 9 REaALt AT eCITOM 0 N a GAVI BOTTOM RaM:ORQNG l{/0"gONAL P IPSD IN DM6. MARMS) e" NonlnwL wroTH TYPE DESIGNATION P. PILLED WITH rITT CFle. ARAT r OWNTITT OF M R®AR AT CDTTDM DI: LMiP1 CAV"Y SIrF161r—iB/IT NOMINAL WDTN J J L m"TtTT OF M RIAL NDMHEIGHT REBAR AT TOP MATERIALS f'o precast lintel%= 3500 psi. f'c Prestressed lintels = 6000 Psi. f c grout = 3000 psi W/ maximum 3/8" aggregate. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength -1900 psi. Reber provided in precast lintel per ASTM A615 GR60, Field rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation, 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL NOTES Provide full mortar head and bed joints. Shore filled limes% as required. Installation of lintel must comply with the architectural and/or structural drawings. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. All Ilmels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. Bottom field adtlatl re or to be located at the bottom of the lintel cavity. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 Lintel min. depths are called out an lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and is approved Without engineering letter. If a smaller lintel Is Installed contact FOR for approval SAFE LOAD TABLE NOTES All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal beading. N.R. = Not Rated. Safe loads are total superimposedallowabie load on the section specified. Safe loads based on grade 40 or grade 60 field rebar. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel One #7 racer may be substituted for two #5 rebes in 8" lintels only. The designer may evaluate concentrated loads from the safe load tables by calculating the malmum resisting moment and shear at daway from the face of support. For composite lintel heights not shown, use safe load from next lower height. Ali safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R R 10" . BE FLUSH WALL TD. 90 HOOK N STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 #5 DIA. N S REBAR ON BOTH SIDES OF OPENING U.N.O. REM PROVIDE KNOCK4YUT ' BLOCK FOR FIRST ' COMPLETE CMU COURSE BELOW SILLS, FILL SOLID •. '. W/ 11) #S BAR FOR ALL WINDOW OPENINGS S'-8" ;. AND LARGE 8"'8"xl6" CMU U.N.O. _ SEE FOUNDATION SEE MIDIDATION PLAN I MS011 BLOCK WALL REINFORCEMENT I N.T.S. c m P e EO 7,0R9°1i� 0 E eemee5 N 8 864 r r 0 r S * c Tu OF c ��. Al li' 8 a v E e I y d" S�. N N CIO �Sw ri W � `'I o t0 pNp00 € te a d # # a �`- Giynmg o URm'C� 'o a w w 144 Zay� Z ME as Z O'B rig` ZR�� Q Qa 0 �p h e a 5935 i� III V y r ea w NJDSENG.COM ❑❑❑ r LD u m O Z ti m y 01 zM 8 10 Z m Q o c z a to LO (D N � W E O — N E w o t to m o In mM m U THE N W OQ U ~ 0 o � ` U�o�d o� Q 0) 0 a � � � DAM HOM a N O .E FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 a DIVISION LOCATION: PORT ST. LUCIE 09 V I Job Information: 'TYP. BOND BEAM 8"x8"x161' K.O. , LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. 1 REBAR INDICATES FILLED j CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. Oa L� Z �_ W O U to 0) 01 ++ OJ l0 Ci O1 r/7 z N 04 V .. m E a (D 2 ai a J ryJL�t//J�� W V/ //�� (n DO L° Model Name / Number: U H 3000 TYP. DOWEL 25' • Plan Issue Date: MIN. LAP (ACI 530) Tuesday, January 21, 2020 a KA PROJECT NUMBER: y� N Y 19-8299 9 o Sheet: S JL Of: �W N I � i. ` r ° 2x6 #2 SYP P.T. W/ (2) Yx5„ WEDGE ANCHOR 0 OVERHEAD SECTIONAL V DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT 8 W/ WASHER. MIN. 6 PER a" TRACK TO JAMB. d (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o `o FILLED CELL W/ #5 TYP. FILLED CELL N VERTICAL MIN. 5 PER JAMB. o � SECTIONAL @ OVERHEAD „ DOOR v WOOD P.T. #2 SYP 2" X 6" ti a TRIM ° 0 0 3 2"x6" P.T. WOOD JAMB £ LO 7-C) ®o0wy P �F cw o O DOOR AND CONNECTION PER04 GARAGE DOOR MANUFACTURER GARAGE SLAB a v No 6 64 .d w rf TYP. GARAGE DOOR r TRACK MOUNTING DETAIL . STATE n c aQ"� 0 og,fejit piY9� \i, a O eo F- m 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T-s - a a a c T N " E00 c F a w W �2 m? QB-Q' a Ea HL V O °I LL IL lL N o m BLOWN -IN R-30 INSULATION PER FBC o m c w <a ID N'C N O u. AND ENERGY FORM SUBMITTED WITH t 4.; Lq Q LLLL� o LL W w PERMIT APPLICATION PROVIDE BAFFLES a 8 z v" �r n: "e..� O 12 AT EAVES (FOR VENTED ATTICS) 2 o'€a a Z 'gwB-� ¢ Or FIBERGLASS SHINGLES OR w . `° 3 0 W m SEE PLAN TILE ROOF (PER ELEVATION) ' OVER APPROVED UNDERLAYMENT d Y W � W € is m 2 T w s a F 2 w IN PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA E Q N a a u o w TRUSSES @ 24" O.C. RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES a o z 9 m = < o FASTENED TO TRUSSES PER ROOF ` �- 4...5 os ws " WNM14.FDSENG.CGM El El ❑ NAILING SCHEDULE) £ C9 om M TRUSS ANCHOR (SEE PLAN) " m — - - SEE PLAN FOR d W z N ,• BRG. HT. 1/2" DRYWALL ' '' • FELT PAPER OR • w ,. Z M 0 Z m w O ° ETAL DRIP EDGE r TRUSS PLATE ��VII/// M 3/4" P.T. NAILER . • 2X SUBFASCIA •R a m —s O O SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS o N � a CURTAIN NAILER r 8x8x16 K.0. 1 4 P.T. @ WINDOWS = �' 10 w E , x LINT) BLOCK ^ -.� O 1 x 6 P.T. @ S.G.D. n O.H. W/ (1 #5 DIA. REBAR & mW' \ N - -_ SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL N v $ c m UOa SEE SCHEDULE 4 m N E N w 00 1 («.2�iV 00 C10 Q m O bA 4 W N NOTE: 44" MAX. SILL HGT. ON r FILL CELL -(1) #5 DIA. IL DAMS HOMES ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI u; � N CONC. ALL LOCATIONS SHOWN ON FOUNDATION o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N & FLOOR PLANS 3000 GULFBREEZE PARKWAY N w GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: Y r 1 PORT ST. LUCIE Job Information: d VINYL FRAMED WINDOW WINDOW STOOL ell W/ SCREEN N PER SPECS n „ PRECAST CONC SILL a N PAPER BACKED FOIL R-4.1 u o INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM y SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - O d APPLICATION (SEE ELEVATIONS)Ir t! 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" a Z LL 0 1 x 4 P.T. a a BASE NAILER EXTEND (ACI 530) ABOVE 0 o u) SLAB. ALL LOCATIONS SHOWN m W V WOOD BASE ON FOUNDATION PLAN ~ N ;,_ M SEE FOUNDATION PLAN FOR > N N E c2j SLAB INFORMATION TOP OF SLAB — ' - — m z /�r� U W EL«-. uo .'xa.—w.`�< e O 1 1, � 1 ZD . i _I W VJ w � t � GRADE VI Model Name/ Number: 0 � N ' SEE PLAN FOR - RE -BAR QUANTITIES w 3000 m .o VI Plan Issue Date: SEE PLAN SEE FOUNDATION Tuesday, January 21, 2020 PLAN c � VI KA PROJECT NUMBER: d Y 19-8299 T o Y WS01 TYPICAL WALL SECTION 8" CMU s/4"=-o" r Sheet: S_2 Of: FTYPICAL FRAMINGG DETAILS U G N a0+ N U yN Q C N N d Y 0 N N E m 3 m a S j O v c E m�'%x LID 'Das No °F ., R,c� ,i N N• om°'s PROVIDE 2ON TO ° S OF 2x8 TO BLOCK OUT x4 o' v No 87 4 c i N 2 ROWS 12d@ 3 zy-;° °: (a TOP PLATE ATTACH W/ 3" O.C. o * ! b c OUBLE 2x4 tf (2) 12d NAILS O.C. TOP PLATE °' L � STATE • 11 Z m (SOLID BLOCK w/ 2x6) c Q. '�441 > cu 2x4 STUD �n��•,``�>�e0� G`oi PER PLAN F- 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE °rmrmesislla°�° NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE W SIDE TYP. TOE NAILS MAYBE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO 15 PER PLAN - TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 W/ 2 ROWS OF E 12d NAILS @ 3" O.C. WOOD BEAM SEE `6 g = w W m C4 co TOP PLATE TRANSITION PLAN FOR SIZE �� SIMPSON HUC410 OR (2) c F HUC210 h g&gym= ago .0 PIPE OR DUCT w/ OUBLE 12d �' TO BUILT-UP COLUMN m e w'g 0 81- X -I m a!15 PENETRATION THRU TOP SPLICE ; v Bm pi Lo to z TOP PLATE W/ MORE -,,� SUPPORT COLUMN BUILT-UP MIN. 8 ,� m N� n = a THAN 50% OF TOP ' - Ld � of ROWS 12d NAILS @ 8" 0 C, EACH2PLY d o w ® 0 Y �� r a a rr PLATE WIDTH INSTALL @ 3" O.C. ' ; h SIMPSON PSPN516Z , (SHOWN AS 4 x 4) tee'. Z g'8g 3 z o 4g„ (2) SIMPSON HETA20's °i °' S M M v O O w/ (12) 16d NAILS TYP. m _ W'� 1 � G: o N ;, a W/(12)-16d EA. TO COL. y uv`i "' W g ti m m TOP & BOTT. ' g m +'' '*, ALT: (2) MSTAM36 STRAPS o a a B' Z °� n .e ¢ 2 ¢ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-10d NAILS r 0 a s " i? N TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL <,. I Ea TO COL. a a 8 2a Z ¢ o SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TIE BEAM 2 o g R E S (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO o I- 2 " WWW.rDSENG.COM ❑ TOPTOP P�SH 2 1/2" x TEE NAILS '�•o * NOT REQ'D. WHEN QT SYSTEM IS APPLIED � /� � NOTE: m W z m o PLATE LENGTHS MUST BE AT z M rimc W Q c LEAST 8'-0" LONG. TYPICAL C J a WF17 TOP PLATE SPLICE DETAIL 3/4"=V-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. o .2 n�, Z21 o O "� • E • Q o o II 10 n _ m EXT. OUT BEAM TO SUPPORT Ln C ` , u a° TRUSSES IF SPECIFIED ON PLAN o \ / V) .------------------ SIMPSON HUC410 �..Y� F- mm N U m BUCKET SEE ROOF E N E "r a, PLAN FOR MORE INFO �' 00 ° 0 ° 1'k• 1 ,.00 m SEE ROOF PLAN to O QI FOR BEAM SIZE o c a Y * CRIPPLES MAY/MAY NOT BE PRESENT. & CONNECTION INFO = a 0) o �m VERIFY HEADER ELEVATION , (2) 2 x 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 16d ROWS OF STAGGERED 16tl COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162', L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS SIZE EA END EA END LESS THAN 4' (1) (2) WNSDE >4'BUT <9' (2) (3) 10'-0" - 16, 3 4 HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR. (2) LSTA 30 BEAM SIZE J "DAMS HOMES SEE FLOOR PLAN '' FOR COLUMN SIZE & ; 16BASE CONNECTION INFO - - - - - - - - - - - - - • 2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OPTIOV�_�A 1/2" DEB FLITCH PLATE OPTION B 3000 GULFBREEZE PARKWAY SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED GULFBREEZE, FLORIDA 32563 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN C0NNFCTIr1N INFf1 s DIVISION LOCATION: awxs --....__.._.. .... _ F- 1)ADJACENT NAILS ARE DRIVEN MOM 3)FOR 4"PLY,PROVIDE I/4"DIA.x51/2"LAG PORT ST. LUCIE OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) d 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. 2X CRIPPLES @ 16" O.C. SEE SCHEDULE yV Job Information: W/ SIMPSON SP2 TYP. �'" SECTION A -A = WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM 2-ROWS NAILS m STAGGERED @ SCALE: 1 1/2" = V-O" 12" O/C EACH 3 * WHEN STUD LENGTH FACE OR 3-ROWS M IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 1077� m STUD WRAPPED OVER OR GREATER HEADER A A a a TOP PLATE & NAILED FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES SEE PLAN FORT O TO HEADER EACH SIDE - . -, O 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO-r _=,, TOP OF BEAM m L� - - m FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) FILL ALL HOLES IN DOUBLE 2 x #2 o. STRAP EE ROOF PLAN S.Y.P. HEADER W/ - a 7 a)R BEAM SIZE & ¢ L c LO 1/2" FLITCH PLATE - O i NNECTION INFO 10d NAILS @ HEADER. (U.N.O.) _ - 0� I„ L,I (� w O/C TYP. FILLING AND BLOCKING AS c N N E DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR Q CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE m TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO °u° O J LL1 rl O NOTED OTHERWISE U J / ^ QO LL. F.F. v! vi OVERHANG 2 x4 STUDS TYP. VI Model Name/ Number: " SIMPSON HTT4 W/ (18) 3000 16d NAILS & A 5/8" `•,' EXPANSION ANCHOR ° ,o 0 Plan Issue Date: Npf,W/ 6" EMBEDMENT U.N.O, N Tuesday, January 21, 2020 OPT `'1DR OR 8 1/2" AT GARAGE a FOR OVERHANGS BETWEEN 5/8" TO 11/2" STEP DOWNVT * *HOLD DOWN CONNECTIONS EE FOUNDATION m NOT REQUIRED @ BEARING P.T. BOT. PLATE PLAN FOR MORE INFO N KA PROJECT NUMBER: NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D.1 WALLS WITHOUT UPLIFT I,5'�, Y 19-8299 oSheet: �-/� Of: .T.S. C MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WFO9 WALL HEADER DETAIL ND11 COMMON BEAM ATTACHMENT N.T.S. -Fv� TYPICAL WALL DETAILS U I-ILE COPY *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING LESS THAN OR EQUAL TO 45° ti / i MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) BLOCKING � Jr� I ry I , U (3) 12d _ 0 PER JOINT I c CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN- m Y INSTALL BLKG. AT TRUSS WEBS c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB a m N_ E N a m TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. m m Y tH OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. c WEEN TRUSSES W/ (2) 12D ILS EACH END TO TRUSS TOP 3 ORD m `a`a��e nTO�O°d o P. ,® •�\"• S° . ft �i O N Jo64 ri ;a . USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 3 STAT OF/ ' UCTURAL PACE T.HEATHING amADD 2X4 ALONGSRIPPED 2X4 SYP #2s, ^Ft tTOP CHORDWHENAIL TO TOP CHORD m °� QA, sTO PREVENT SHE""'- OF HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS @ 6" O.C.MAX24"SPAN (EIG.TSIDE OR BOTH IF 2 0 m ROOF (2) 12D NAILS MINIMUM (3) 12d a SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR c SEEN * SPACED AT 10'-0" MAX SYP TRUSS BRACING AE m qw 2X4 BLOCKING a $8 QO�� 00u x BETWEEN TRUSSES HIP TRUSS N OE�m 00 .-I J J LL ryc v' �OPNOf LL LL _ SECT. A_A NE dN D�n�l)M-p TB03 HIP RIDGE BLOCKING DETAIL N w=Ef_ �NCNo w / N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL TYP BLL oLL w W N a�zo w N.T.S. U2 a a z � S.cES �, �ac�i ry a � rN €m ¢ Wm Z O d w�5a� W� rn'S fr O O Y w 1 IIImryry.,� m cm JN "a�6O 2NQMy Q6Q i;E',0a oc J O N �ff sev <� m`o p2 6j WWW.FDSENG.COM ❑ ❑ ❑ 2 y Z N O v Z M TRUSS NOTES: n` N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 c W^ Z (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND r J � O BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT .3 ( I a IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED O IZ TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY m Z a CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT .m EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. v Q 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTfNUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m �� y A ` LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. m w r 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ,M Q E 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT /� — ATTACHED DIRECTLY TO THE BOTTOM CHORD OF RING TRUSS. E O w m 5. PROVIDE TRUSS BLOCKING DETAILS TRUSS REARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. ry N E SEE TYP. TRUSS BLOCKING DETAILS 4, SHEATHING m �� M w 00 0 3 T04TRUSS 2x4ASSHOWN C 00 00 m TRUSS SPACES ALTERNATE '� = Q N FCrinN N m 'D.C. VERTICAL SCAB 2X6 #2 SP41OD W/ (4) 12d TOP & BOTTOM SEE OR HCLR/LL IN PLACE OF ( REQUIRED @ RAFTERS GRE ••• SECjION GO SEE PLAN OUBLE TOP poll hj�`I .0f, ¢mc am oon _. II �I NAILS DAMS HOMES TRUSS c 000 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 LE 3000 GUI FBREEZE PARKWAY PRE-ENG.TRUSS PLATE SECTION B-B TOP PLATE "= GULFBREEZE FLORIDA32563 2x STUD WALL SEE STRUCTURAL NOTES AND m r SEE PLAN NAILING SCHEDULE FOR SHEATHING DETAILS—\ (4) 12d NAILS DIVISION LOCATION: EA. END PORT ST. LUCIE coNv. FRAMED RIDGE +` Tj m MAYBE NAILED MIN. (4) 12d WHEN IT LANDS VERTICAL SCAB 2X6 #2 y NEXT TO PRE-ENG. TRUSS SPF 48" O.C. W/ (4) 12d 22BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR °, VI Job Information: SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d g REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN 8'A" 2X4 SPF BLOCKING m c @ 48" O.C. MAX.w/ COLLAR TIE (3) 12d END NAILS 2X4 BRACE@ 4'-0" o SHEATHIN EVERv 3rd RAFTER EACH END ON CENTER►,' r N ,r/ {� U M m i N 2X4 BLOCKING BETWEEN CB BEVEL CUTS o `o a TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY (OPTIONAL) '�- LOL B TB 2X4 SPF W/ (2) /2" ALTERNATING DB z a � WOOD SCREW EACH TRUSS EACH T BLOCKING OR H5 @ 48" O.C. 0 PRE-ENG. TRUSS m W O Lo N U STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP E �\ V « - M CHORD AT ALL HAND FRAMED AREAS TYP: SEE PLAN FOR CONNECTION TRUSSES '/+ m �/ 76 CV (V �i E B 2X4 P.T. BLOCKING BETWEEN O0 m Z Q d D_ TRUSSES W/ (2}12tl NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM EACH ENO O J 111 MAX-0 TRUSS 2x6 RAFTERS @ 2'-WO.C. 0 y OD 32 J V J MAX. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM �' Model (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN SIMPSON HGMA10 m Name Number: / 3000 4 FT @ 2'-0" O.C. MAX W I (3) 10D CONC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 1/2" GAP @ 4'-O" O.C. MAX. ti T & B CHORD BEARING SUPPORT m TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING o Plan Issue Date: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING EXTERIOR - INTERIOR Tuesday, January 21, 2020 9 KA PROJECT NUMBER: B" C.M.U. SEE N PLAN FOR REINF. s 19-8299 TB14 NON BEARING EXTERIOR CMU WALL N.T.S. r o Sheet: S_ w (ice' of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. Y L ROOF FRAMING a AND BRACING DETAILS `•J THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. Lin SPAI EVE[ 6" 6" 6" 6" SINGLE DOOR 0 5 SINGLE DOOR W SIDELITE r," 6" 3" v v 3" 3n 3n 3" 3nf I 1 1 1 I f 3" 16' 3„ 6 „ 6„ DOUBLE DOOR W/ SIDELITES ]A 'El z i" 6, ;PACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. Q TOP OF SLAB — Op Z 1 -11 III ° 1 r� IrF Ir I O z 1 16" MIN. DIAMETER ! CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. .31 SPACE EVENLY m •Ob not nail within 6" of , valleycenterline- Embed each shRtgle in a2" jitl stdmeof aap�laft -ftl gc1�M, , :ut 2• � Dyck R Save 7" pieces to use In 6" 8 8" 1' SEALANT Uk NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. RODIO Udded \ mules 3,6 Coowse....,600 i 79" eaves if Cut shingles 2" use beck from ' if < no valley centerlln¢ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3.12 SLOPE ASPHALT BASED (REQUIRED AT SEALANTAPPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EITHER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6' X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT IMEMALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES B" X 6" H AV FLASHING CONI FLASHING T .tg FLASHING DETAILS 6' HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET _/ KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" \ x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVELMASONRY BLOCK LINTEL & SCREW W/3/16"IPS 1/2" DRYWALL FLAT HD."TAPCON" THE WIDOW FRAME JAMB MIN. 4" FROM 16" C.C. 1/8" SHIM SPACE EXT. FINISH 0 DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS W/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIND- EMBEDMENT 2X WOOD FRAME +8 WOOD SCREW OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &S##EATHiNG EXTERIOR — — 3/4° FINISH DI BY OTHERS 11"CK,L1AC I C#t — 1/4" MAX. CAULK SHIM SPACEOA. WINDOW BY OTHERS HEIGHT exTEPITORINTERIOR rA TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 314 is used. EA¢ DRIP EDGE, IP EDGE AT EAVES AND GABLES OF OFS. OVERLAP TO BE A MINIMUM n). EAVE DRIP EDGES SHALL ExrEND SHEATHING AND EXTEND BACK ON THE IMUM OF 21n. DRIP EDGE AT EAVES ERMITTED TO BE INSTALLED EITHER IDER THE UNDERIAYMENT. IF INSTALLED NDERLAYMENT, WERE SHALL BE A n WIDTH OF ROOF CEMENT INSTALLED RIP EDGE RANGE. DRIP EDGE SHALL HE LLY FASTENED A M4YIMUM OF 1211 ON IERE THE Vast! AS DETERMINED IN WITH SECTION R301.2.131S 110 MPH Hy—Lite Installation Instru ions For All Fixed Windows With MountingFin INcludes all of the folbwing series: \•e,;,wt"' 625 / 825 / AZ75 / FL;S / AZ30 / FL30 / V1500 / V3580 / V300 / V380 u..•.Iu:,.. N1>n, VT200/VT280 G62000 GB2080 if Prestige 662 1 Prestige 882/W10 M AMM Fastener Splines Wall F,amie,: pambs, Heat and sin) #2 Spruce/Pine/Fir i a' $" •'l'•'. 1 I"--$'.� B -M+,"'i Or $elEer \\ .sill., #i 610i ' Screw Screw gv9wc Minimum - Ponetradon GlaLng Bead FIR-- Cress Section View Betesdr View of axm Window I Mnimum J VT Simmee HRdmSIkalM1lag ----�.---a _._ Note wes'trong/yresolve, mantl Me use orfleshmg and/or fleell Alloas and Shlpanc asshifed In A5IN F211bg1. He we Par, due to variation /n coOes and bul/dMg types, tt /s As?upW the end user to oetermhre Me proper/nste/lown of these Rams. 1191 1 n ^-. [ru RI t weep ra} Pee'etl b1 k f oeu Ian, bat p,eAsa:eaxmx the ova? w proe tihe Mai., iron ca and om a��a5e un_:un5c ao- ycorn•1z,c Sued I Measure to be sue the dealing H HIS' 01/2" larger than the window a. bath vertically and horizontaly. " You may wish to Pne drAl the mstallMgn holes in the On at this Ome. tlk 01`100--W Ades to the man An as hasr. rpt Step 2 Apply a ganaroes bead of sAkane to the backside of the mourding fin. 16e enough SWOOds W suHkieraty fill all voids between the .An and The well sheathing. Step 3 Insert the whd" Into the opening hem the upside. The widow a labeled "ireMee and "ouiade', but O dMS, libels have been removetl, the glazing bead should always be W the unide a the build Step a Install shims under the Sill, ad¢s8ng them unN the unt a plume In the oplemng. Slims should be impged under the all every 2 feu. The window should be basically anlefed m the opening with ne more Own 1/4' gapbetween the sindew and wall f .lag Step S IrsWl a #10 X 1-1/2- sonew ar fRam the caner0tha fin a each end aOle head, sill and both Iambs. Step 8 IrNall the remaining fasteners in 8'Tncremer@s from the corner screws to the cooler M each frame member. Ilse care not m ewdr- Ughlen the screws and pull Them Ihrough OIe fin. Also, make SUm the Screws go in straight and do not cause the flame to bow. MIT @smug should be a minimum of #2 Spruce/Pine/Fir. Fasteners should be #10 screws of Sufficient laoldift W sid"leve l-378" Penetraldn into the wal and no legs Oran lfl" from ei of bamin g. Fasta,er ualon s needed In T side of flame W, 8" spatlin Le Of Fase Monier 10' 38• 28" 34" '42' SO" Number W ers FesLal 2 3 4 S 0 )$ 1 9 1 10 1 11 1 12 1 13 Step 7 Renovea0a" sitcom -sqUai our from around Ole fin and inspect for holes or wads. User slime ro fill any wads. Step 8 If desired, a foam Inwlatidn wan be applied m The Int or gap between the wkddw and wall framhg. If appied, drlsmuseae aM h'OIV1XA4A(O1F.w I'y ,1r,,trid. Sep 8 Sinee Now windows are tyPlcally used in roams WRIT high masture, k; bathrooms, it is remlmrmndM dw the ;Maria gap between the window and wall flaming also be sealed WAIT HIKIGRe and todel so as not N InFedem with the kutadadon Of wallboard, tale or trim. Step 10 Once all CORSILBODA is cOMPiek, remove the bubble wrap from the inside and outside of the window. If deodssah,, dean The blows WAIT a mild detergent and wane water using a soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL7006.1 R-10 ROOFING VENTS: Florroducts ida Metal PInc. FLAMCO "Off -ride vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, 1 1" FROM EDGE AN 4" 0 TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES INC TYPE II UNDERLAYMENTS-HVHZ #30 ASPHALTSATURATED ORGANIC FELT UNDFRLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL15216 - R3 FL17206.1 2nd Choicel Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU nRP. FIBERGLASS OOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS ANDTAPMIN. AND MIN. ED O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. E12LEGLASS DOOR FLUSH OUTSWING FL20461.19 FL20461.2 Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIALL2nd SHALL BE BEYOND WALL DRESSING FL20403.17 C O Ce N.A. N.A. N.A. Windows - 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 14" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1*" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES Picture window FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion M-1926 Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1 k EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 18504.1CON Horizontal MINIMUM union EDGE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 U BL S WIND 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644.3 R-3 2nd Choice 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2' NAILS 10" O.C. IN DIRECTION F FL16503.4 R-3 Hurricane Panels: 24" Ga. 1st Choice 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP 1/a'-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm 'NUTS AT 121f2' O.C. BOTTOM 1/a"-20 SIDEWALK Panels BOLT w/ POWERS CALK IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 5612( Name: TODD M. BORN Certification Number: FI. # 8212(3 Name: Luis Pablo Torres Certification Number: Fi. # 87864 c PLO P..°!O a. �. No (;7864 * C Tk•� N It ®� STAI OF �� &/( NAi , H is o aq o N !D N to way Do NENW EN c w f 00 N �V fi ce OR D! J J J LL LL LL 0aa'0c `em- m- W me OL Za.�taa aid'.w z � g bassa 3 it o �" €pm� eWWW.FDSLENQ.1OIM Imo Y sinWmE.i M. CO In a tom=tW oSB ❑ 11 El DO m Z N M mMIS z OnCD 10Q z W N a O O i Y/ — x V z o O o t/T w a U — 0 y p W o c m i N tam (D ~ 1,000 M — V T W 00 U 00 w 0 Q a o cs°g a'Ii m.. III 4 ® DAMS HOMES N� �X�Ir�uX�E i i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: U 0 n. lL z Q)� L,LJ 1 `_ V Ln � \ N N O D � E m 2 z V m (o 2 � o �°� m(/�(n Model Name / Number: 3000 Plan Issue Date: Tuesday, January 21, 2020 VI KA PROJECT NUMBER: 19-8299 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD upwFArHER - & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ., RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior �WEATHER RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A orator -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid Water that has penetrated behind the exterior TAPE '� EXTERIOR SHEATHING SELF -ADHERED FLASHING gy I,ppplNG DOWN 9/DHESI E T OF APPLIED ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in : 12.0 in C E L F-ADHERED FLASHING H I N G covering from further intruding Into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) `J barrier, insulation, or for aesthetics, including but not limited ta, veneers, siding, exterior insulation and finish systems, �cseernaeomxoowl WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. \WEATHER R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved materlal UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) SUBFLOOR requirements Of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING 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 INSTRUe WIRE LATH Detail Instructions 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 -� weather RIMJOIST Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) intended to drain to the water -resistive resistive barrier above header to allow for fleshing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of Instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape t 2 1 2 ��JJ PAPER O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and Weather resistive barrier t0 form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTs W PO 1 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING IWPO3 embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts g water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM CS20 Class 25 Grade INS or greater for proper joint g g g P P adhere to substrate using a square piece of flashing material (6" x 6" AAMA 512, or other approved standard as for the type sealant" expansion and contraction, ASTM C1281,flashing Fluid flashing in -applied membranes used as exterior walls shall comply with AAMA 714. The flashing shall extend to the 4. The to EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: EXTERIOR SHEATHING -� 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows 1. Flashing ADHESIVE 7. Angle of corner may vary, adjust foldingof the flashing accordingly to fit g y ry' j g g y Exterior window and door openings. at exterior window and door openings shall extend to the surface of the THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to Corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) Mechanical attached flexible flashin shall comply with AAMA 712. Flashing at exterior window and door openings Mechanically gs P y g g LETTER ON CHEMICAL {' SCORED 8, Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: COMPATIBILITY + RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, ' �'�. ' (BEFORE FOLDING. SCORE - fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and FLASHING VERTICALLY FROM ADHESIVE AS SHOWN) door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall THRESHOLD MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. z 3 � SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING O+ /�-� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. v 2 z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5sides under stucco copings. NAILING FLANGE 1 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER BOTTOM NAILING 2 $ SEAL TOPS OF JOISTS UNDER DECKING O 2 o 6 4. Continuously above all projecting wood trim. FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P05 SELF -ADHERED FLASHING W P06 HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built-in gutters. SELF -ADHERED FLASHING " �`- - DECK PROTECTOR SHEATHING""' -` :t � ; 7/8" Cement Plaster 7/8" Cement Plaster 1 in accordance with in accordance with roll., ASTMC926 =_ SELF -ADHERED FLASHING PATCHi Felt backed metal Felt backed metal =(: lathe in accordance - lathe in accordance :. SELF -ADHERED FLASHING v with ASTMC1063 .: with ASTMC 1063 DECK PROTECTOR Building Paper Building Paper x O.S.B. 7/16" O.S.B. sheathing shea sheathing 9 DOUBLE SINGLE JOIST % la '- - Keep top edge JOIST SELF -ADHERED FLASHING �' Fing Flashing of weep screed �i SELF -ADHERED FLASHING t � i 2" below top Of 2 31/2„ block 3„ MIN ,.„, Unperforated . 4 Flange 7/8" Vulcum Weep Screed cauk bottom 5 :. kn. joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING J W PO SELF -ADHERED FLASHING W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO g Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362X;DECK JOIST / OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish 5 • • o, All inside and outside corner will EXTERIOR WINDOW UNIT need to be miter CEMT. FIN. cut and caulked all Cement Plaster butt joints need to BUILDING PAPER SLOPE in accordance o, o • ' becaulked using SLOPE 0.3 in: 12.0 in SLOPE with ASTMC926 Vuicum caulk for all 0.3 in: 12.0 in over wood 2nd 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ' --- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2' Cement IV V SELF -ADHERED FLASHING ' Piaster Finish Block WIRE LATH 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed Plaster over block ' EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 Note: i O The building paper anJ metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD LWP 1 0 FLASHING CEMT. FINSELF-ADISH WINDOW SILL W P 1 SELFFINISH W P 12 the SCALE: NOT TO SCALE CEMTERED PARAPETHING WALL Weep Screed. 1= s ♦♦♦ jNcE 'Y'nP✓ N 1 u v, N 878,54 N O:' ST TE co iv `!o ai H- s aa_ fr 'c W eN-I N W to CN E5TF D60ry0, LL ll LL sna.N DM�z ®2Z LL"w RS, s NCi -'rnt+ a c W g "nor" a�yga zZo W om m ¢ ro O wn w LL IY�Etio m m E m O J 0 'Liw�v Z W U0� .Bee ,2 y @ w' ❑ 11 El Q m 0 nWWMFDSENG.COM z m W z o 1/ Z Q m N 9 Q O � O y/ a W - s a OZ Q/ � w H �ti E v Q W t/i c o m I l(!I �N.E I w ' H OD o OO ' 0d S any C In IT a mom 440 A, DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O a F_ t° z ° 0) w / U - V ro N N E-`SUm E (0'a U J Lu OJM(n� Z)LL Go Model Name / Number: IVI Plan Issue Date: Tuesday, January 21, 2020 KA PROJECT NUMBER: 19-8299 Sheet: W P Of: WATER PROOF DETAILS FILE COPY - s•-T- x a -U' Tom. 19)F£D BLS. iN!No0'td I 23 Sii . ._ _. -_. _. __ __ __ __ __ _ _ ._- .__ 1 -_ - -_. _ _ _.. _. __ _. _ ._ _ __ .__ _. - _ _- - ._ __. - L 1_�l_ - LILL 8x4 1wcd 4 U 4" bath duct 1- 4WB ' ' SHCWER 50 4" bath duct P� F-+ LAM to roof cap _ - 4.... to roof cap ^ €€ crluNG w fan �; QYYN ' x__ :. - ._ R $ U'FJF !Ng . �d w/fan-light a ' N�tone 696RNB 15 �85 a Nutone- 763RLNB f 1 ox6 1 cd.l.C. 60 w s 0 i I m 6s 4" a 0 I t C9i 255Pi R{ L`B: 25 SH S' 5SE7 i Rr5 5" --..- - 2 IW Q list! 0f I 2'9W i i __ i l!��33^�pp - LAUlYLJf4F O ROOM V , — 12 Is I 5 dryer wall I cap g_ 1 I i' R ° 10x6 1 wcd FAINIILY RCC114� 165 ow ES I �' :: ,.<L _ 75 (,ATI-FEC7F2RL G'f3Lllti ! Y LINB al l VI j — - _..:: 14x8 lwcd U I 20 BY 6„ � 12„ 8x4 1 we :. •-- - --- --- -- - - - ------ - - — 12x6 lwcd 12x6 lwcd °---120 f ----- ---- - 120 18x18 rag , �p 1 K 2x6 1 S.we " C. p„ • Prr. waLL ° - 6„ P- � m G; 200 12 10x6 lwcd - I I 75 --.E--0;0#4 j iI 4" bath duct _ I WWI I� 6'• h cr_alNc _ li UL a-IJ to roof cap > DINING 1 ox6 1 wad _ W /fan RFF. i -- I -- - CATHEDRAL lEll 45 24 18 rag s,. _ �- u t o n e N 6 9 6 R N B Q 1 8 i' 3 0x18 fbro 8 10x10 rag 16 - R VERIFY � _ LUClIIION it ••Nn J i . •d.•' W/ BUR.DER il- _ < OJ0 r s --- ---------------- LOCATE IN FIELE} 1 a s_ sa^ MIN 8 14x8 1 wcd FOYER f 4„ 8x4 wcd li:7 f iQ EI -fi„ 185 "' rN o 15 42X42 A/C SLAB �I, - 3 CAFE GARAGE :- 8' cFaunG I ( ! 4...: :.,.....::.. 8x �.:... 3 ;' T Y B BLDR MIN XU' CEILING ! _ _ -� _ �r$ i 4 ?! I 2 FROM WALL a�eswr Sx) 7„ : W ' 28^ TRANS_ AM 7u - , ; ENTRY D" { - 9 1 0 W --------- � .: acLa. 14x8 1wcd = � -=:_dr�l -,m.� r - `J 12x6 1 wcd h 2x12 ag� 120 U -- � §2i Q BEDROOM #3 BEDROOM #2 81 CEILING O 8 X ? BVEAE3 EA7 C!UUR -- Q ® ,� 16X7DVERR6tCDOOR �E - W/5KW 0240V 1PH € ARE18x16 P lenA6AL platform by Sst FLOOR 3GCJ S.F. Q`. l� 1 bldr scale :1/8"=1'0" V — Y6'iAL LIVING (AC) 340E S.F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED — Gsa` °ewes" GARAGE - (i76 S.F. 0 z 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS ass" COVERED ENTRY 195 s.F. Q Transfer ducts/grills sized in compliance 0 with Florida Residential Building Code—M1602.4 balanced return] air. TOTAL. AREA UNCERROOF �Tza`F m IL—J oo R t i n EXCEPTIONS 1-3 istFIACR MOO S.F. 6A:?AGP B7'B S.F. �'og gyq gggg c g L -& F� " �;pwpa, gg��'� PLAN „9� 0% COVERED ENTRY 35 S.F. @ 9 4 ______._.••_s.•.--._.....-----____—.____.__._._ PATIO 432;I.F, F,?TALSIAl iEA A14.53.F•, Must have a minimum 'clearance of 4 inches around the air handler per the State Energy code. All duct has an i insulation' value. FILE COPY