Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE -- PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COT" 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. 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 LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE 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. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND 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. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING. STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ONPRE-CASTCONCRETE 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 CROSS -REINFORCING TIED TO FOOTING REINFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE, 7. HIGH. STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE 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 "F" 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 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 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI) DEFLECTION CRITERIA 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT1 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. S. 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. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FEOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING 11.. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL, WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 END BRACING SHALL BE EITHER AS SPECIFIED IN N 0 PLAN R 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 BOTTOM CHORD LL* 0 0 0 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) 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. ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING. MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8EFb = 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: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SPECIAL FLOOR LOADING 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 (GIIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEEF2ED 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. GAME ROOM BALCONIES/ DECKS BALCONIES OVER 100 SQ:FT LIGHT STORAGE 60 (PSF) 40 (PSF) 100 (PSF) 125 (PSF) COMMMENTS: LIBRARIES READING. ROOMS STACK ROOMS 60 (PSF) 150 (PSF) 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE. TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL 0 HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) ROOMS OTHER THAN SLEEPING SLEEPING ROOM STAIRS 200 (PSF) 50 (PSF) 40 (PSF) 30 (PSF) 40 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, IFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. 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. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED "TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. _ WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY It BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFr 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 AREA10 OO (-) 29.9 (-) 37.0 {+) 26.5 (+) 26.5 20 (-) 28.8 {-) 34.4 - O Q b 50 (+) 24.8 (+) 24.8 (D © (-) 27.1 0 31.1 - b Y + O 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'A" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -} 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN4'-O" 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 INDEX OF DRAWINGS SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH M-1 I HVAC I FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It is the intent of Designer/En ineer listed in the titleblock of these g m q PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3 4" DIAMETER HOLE 6" DEEP AT THE LOCATION F T / 0 0 HE OMITTED REBAR AND INSTALL A 32" LONG# 5 BAR INTO 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE P N LA S. DIMENSIONS ARE T E ICATE 0 B FOLLOWED AS IND D documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to � THE EPDXY FILLEDb HOLE, USE A TWO ART E E P EMBEDMENT (SIMPSON HIGH ( N H STRENGTH EPDXY -TIE ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR . 5. ALL GLASS IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE ror. Th e he Builder and all subcontractors ntPElCtOrS are required rvi ent er4 (red to review all the information contained in these documents, prior to PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. responsible for any plan errors, omissions,or misinterpretations 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, undetected and not reported to the Designer /Engineer prior to 2 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 TO FOOTING). construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) %"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the w MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the a terms of the agreement. -9 r 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 'g+ 16d x 2-1/2" NAILS AND 6/8" 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. >v MASTER REVISIONS DATE I DESCRIPTION 3000 GULFBREEZE PARKWAY ALFBRE E. FLORDA6 - m I „ P�TdRe��i 0) ,%\\�0011111111)), \ ci es N 8cli 7864 ' ir E 0, S TE OF O/� •"s�cS�,0Rt• �G�4h H !p� tD It N co AD 00OD uaac ZLLII ri . Nm I.a LU V "iC �mrdo w a W Uj n _a3 L 0Q�m¢ C..2 z o o 'o s `8 1t a D m m O mmw Z LLI Y�EE•1 Q e ¢ i a a n o � U � J $ I .FDSEN000M 000 02 i2 Z r- M Z Z 6 N a Z j R_i w U � -�W E E V) l6 - U E wOp U�oy c a ro o ° T ¢ �i o ub aim FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 I- z 11 0) LO S � cq I. M 'Z u Qi SUiI,M!LuJad 'A!l mon 013n 7 'ls m v a 6i[ G i 330 s QJLuZ) J m� 0LO a o V', Model Name Number. 1635 FILE COPY A � Plan Issue Date: Thursday, December 12, 2019 a" RR� I WEWE ED FOR KA PROJECT NUMBER: 19-7724 CODE COMPLIANCIF Y ST. LUCIE COUNTY m Sheet: Of; BOCC � COVER SHEET DEC 31 2€199 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 is" (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT FB`W2� 16,SP2 W/ (6}10d SP1 W/ (6}10d SPF 402 .STUD, (6)10d PLATE STUD, (4) J.Od PLATE BW3 1s, (2) SP2 W/ (6)10d (2) SP1 W/ (6) SOd SPF 803 STUD 6 16d PLATE STUD, 4 SOd PLATE NO BW4 16" (2)16d TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (8}10d SPi W/ (6}SOd is' STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPi W/ (6}10d SYP 878 1s. STUD 6 10d PLATE STUD 4 10d PLATE NO BW7 12' (2)16d TOENAILS (2)led TOENAILS SPF UPLIFT BW8 SP2 W/ *10d SPi W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)1od PLATE SPF 535 SP2 W/ (6) lOd SP1 W/ (6}10tl F(2) BW9 12" STUD, (6)10d PLATE STUD, (4) lOd PLATE SPF 1070 BW10 1.2" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SW11 12" STUD, ()10d PLATE STUD, (4) 10d PLATE SYP 50 BW12 42" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF. _-.-WAL/--DOUBLE SEE PLAN Y MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADERm PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE. MIN SIZE. SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/S1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 40 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"AS Q32 D.C.W/7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. ` 7116" OSB PIYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4*m SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND 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 #2 UNO ON PLAN. 3. OONNECTONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF"BW" INDICATED ON SECOND FLOORBA SE CONNECTION TO IGNORED. SEE PROPER CONNECTIONS FOR 2nd FLOOR TO Wm6 5O INDICATED DETAIL FORHISISNNE 3 R C FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR $STORY PROJECTS REQUIRES 6. IF "Sw' INDICATED THE WALL IS CONSIDERED A AND REQUIRES MIN. FIELD AND EDGE WALL 7/16" a PLYWOOD NAILS AT 4" O.C. IN FIELD AND EPEE TO (1) SIDE E 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE EXT S / ACT SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW3, BW4, BW7, SWIG THESE WALLS ARE ONLY UDS SUPPORTING THE ROAR LOAD AND NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2, PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND UALL TA WALL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED THE BEARING WASCHEDULE. 9, SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.14W DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) Cl (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 02 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS (3)2x 4SYP #1-OR- (4)-16d TOENAILS 0. (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 P.T.#2 SYP POST ABU44 W/ 5/8" ATR** & (12) -16d NAILS G = 6665. U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** Go 12000 SYP POST & (12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABUS8 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - led NAILS U = 2320 O 3.5 x 3.5 P.L 1.8E Fb--2400 PSI HDU5SDS2.5 W/ (14) 1/4' x 21/2- SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5-SDS$ 5 W/ 44) 1/4" x FE3.5 1.9E Fb=2400 PSI WOLMANIZED IF E r. 21/2 SDS WS & 5/8- EXOPY ANCHOR OR ATR** 5645 C10 3.5 x 7 P.L. 1.8E RI2400 PSI HDU8SDS2 5 W/ (20)1/4- x 21/2 SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.). ANCHOR OR ATR*** C.td 5.25 x 5.25 P.L. 1,8E Fb2400 PSI (WOLMANIZED IF EXT.) HDUI SDS2.5 W/ (20).1/4-X 21/2" SOS WS & 7/8" EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8SDS2.5 W/(20)1/4" x C12 1.8E Fb2400 PSI 21/2" SDS We & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8- ATR W EMBEDMENT FOR 7/8'ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE 44 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LIME) 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 Us. GUN APPLICATION NAIL DIAAENGTH NAIL SPACING ad 0.131" X 2 %- 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3- SEE PLAN BLOCKING & TOE 0.148' X 3'A" 0.131" X 3 34' NAILS & TOP PLATE 12d 0.148' X314' 0.131' X 31A" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3' 8" O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS 16d 0.162" X 3Ih- 0,131" X 31A" (2)16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MAW HEADER SIZE REMARKS H1 (2) -2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) -2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)-2X10#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-1314"X 111/4 ATTACH TOGETHER W/(2)ROWS 1/4"X 3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 1W O.C. TYP. EACH SIDE H6 (2) - 1 314".X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31/T LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS Ri AT OPENINGS OPENING 2x4 WALL 2z6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0"' • 3'•11' (1) (2) (1) (2) 4'-W - 9'-0" (2) (3) (2) (2) 10'-0" - iW-O" (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 MULT-PLY 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. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)- 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB FLITCH PLATE NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR 12) SIMPSON HETAl6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 2 x #2 SYP W/ T/18' CONNECTION: PROVIDE 2 ( ) M OS- C FLITCH PLATE. NAIL SIMPSON LSTA24 OR BEAM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST O ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON. ROOF PLAN.. 3/4" x 11 1/4' LVL CONNECTION[ PROVIDE (2) 2800PSI. NAIL BEAM SIMPSON LSTA24 OR (2) THER USING (2) ROWS -SIMPSON HTS20 TO WOOD POST x31/2" SDS WOOD F OR (2) SIMPSON HETA16 TO CMU WS®16" O.C. TYP. COL, U.N.O.ON ROOF PLAN. SIDE. (2) -13/4- x 117/8" LVL CONNECTION: PROVIDE (2) M 2.0E RJ=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 016" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE (2) -1 3/4" x 16" LVL 2.0E T>=R P51. NAIL BEAM CONNECTION: PROVIDE 2 ( ) M TOGETHER USING (2) ROWS USING SIMPSON LSTA2HTS20 1/4" x 3 1/2' SDS WOOD HTS20 SIMPSON 7O WOOD POST SCREWS 0 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 HOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 39'-4" -------------- a-------------- CD11 i C6 M3 BM3 S-3 TYP. COVERED PATIO BM5 20' x 10' BM5 o m � m I I 4'-0" 10'-8" 12 6" 5'-4" 2 4" 4 6" O O I ® O I I 25 SH 25 SH 25 SH 25 SH 2868 EGRESS EGRESS HOSE BIBB 10'-10" 10'-8" 17'-10" BEDROOM 3 BEDROOM 4 VAULT CLG. VAULT CLG.. N CARPET CARPET :H N .HG.T. - - - - - -- - - - - - - - a----- EAMILY'ROOM -- v VAULT CLG. *CARPET. 6,_8�, 4,_2„ 4'-4" 3,_2„ , a S01 Z Z 0 S2 2468 N 2668 tiG �- W.I.C. PROVID PLATFORM 0 ; f-3:12 PITCH N . W.I.C. `vFOR HV CUNIT. ?, W litio ' _ _ _ N Rir /S MIRROR .. R/S 24684 m' <pn o 0 0 6' 0" 6'_4„ 17'-10" , HALL ' o N 10'-0" CLG. , In in LO 9•-2" 3,A„ in CARPET 8'-7" M 18'-3" N \ �� J m i iR B TH ,. VAULT CLG. N CABINETS BOVE ''.'� ' 36 FLAT BAR , VAU T CLG, Kx'.VINYL 1 TOP ON 34'h" CARPET 66 2668 WALL , , r 5 SH LINEN 2668 BEDROOM 2 j VAULT CLG. ' CA12$" '. ICELINE Arn m W `a m o: , N 0, (+ W DRYER VENT THRU - ROOF MAX; LGT 35'-0* j 2x6 WALL HANSON BOX 12' 9" 0�6" A.F.F. i ``•� DBL SINK , - - W/ DISPOSAL " O KITCHEN O 10'-0' CLG. _ VINYL D/W i Y -10" 2'-4" 4'-8" a 7 I m NOTE: BUILDER TO PROVIDE PULL ON. ST IRS APPLIANCE PROTECTION IF LOCATE IN FIELD 1 REQUIRED BY: MUNICIPALITY. �. 22 1/2" X 4" SEE SHEET 4FOR DETAILS •- - -- -- -1- !1■I 1 5 SH DRYER \ // i PANTR'Y i N L N.LG. LEc VINYL 6'.9" "M 2868 f r I� WF42 S3 2 CAR GARAGE 8'-0" CLG. N ------------------------------------------------ G.T_ (ELEV "B" ONLY)rt i S12 � HOSE BIBB H 16 X 7 OVERHEAD DOOR 39'-4" 3068 W/ (2) - 12" SL & 16" HI, TRANS. ABOVE O COVERED BM2 MIN. ELEV'B" Q� 4 O �G , y`pT,y, , , , , i 12.10" MASTER BED RM. VAULT CLG. CARPET , 006R,PER AC9ESSIBILITY CODE 5" 5,_2" ,668 I I I I I I WI•C• 8'-0" CLG, CARPET I R/S VINYL b TEMP. GL. 25 SH 13'-4" �N O W N 0� 3x3 F.G. SHOWER 0 FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS ■ of m A +27.6 / -29.9 ('. F[ ).. +27.6 / -37.0 f +26.5 / -28.8 +26.5 / 34.4 +24.8 / -27.1 F +24.8 / -31.1 O+24.3 / -27.5 ' +23.3 / -26.0 \'S/ NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES - c WALL LEGEND 2. FRAMED WALL��- m BEARING FRAME WALL Y ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING € ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR E STUD SPACING AND GRADE. MASONRY WALL 5 0 3 E ``tettutnejej 0) T "°'�. N GENERAL NOTES o°QPgLo J°J�9• \GENS 1. R302.5.1 Door fromgaragem into house must be a v • . •• S N e . N o 878 4 minimum 13/W solid wood door, solid or c * J t * tl 0 honeycomb steel door, or 20 Minute fire rated door. *. E 2. Bathroom exhaust fans must vent to the exterior of -S% t•. STATE the building, exhaust to attic space and soffits is not 8 Q • 4<,r„ acceptable. Ventilation shall be permitted to exit through E F. ",� '�( (•y. ,"'.C"°.` >; the soffit if solid soffit is installed 5'-0" on each side of d "✓:' ,S " �: �; °° y'•i "�/�}!�f the venting. ik�-iA4°°i N 804ttfeatfst'd9j1 � 3. 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. m 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 g the separation la a floorcelling assembly, the ip g N m structure supportingthe separation shall also protected by not less than 1/2 inch (12.7mm) E 10 gypsum board or equivalent. m w w 4. R312.2.1 Window sills In dwelling units, where $ Jm opening of an operable window Is located more than E 3 a 2MS W m 72 inches (1829 mm) above the finished grade or n q® ('� ^' W 01$ 5 W u Bi® N- surface below, the lowest art opening of the clear o P of the window shall be a minimum of 24 inches m `� m a o_ a Q s 8 € � r? �' U, _ � � 1 Lil �� (610 mm) above the finished floor of the room in Uj v a � t a a which the window is located. Glazing i tbetween the ® m z cN O floor and 24 inches (810 rum) shall be fixed or have mmo '- j.o openings through which a 4-inc"lameter (102 mm) w $ o Z m LL sphere cannot pass. ° ,j a _ Q a m Q E in 81_g W "ao 9 - - 5, R308.4.2 All windows within 2'-0" of doors and in shower tub areas will be tempered J o In �$ o 0 In - io $ O 191.0-5 or safety glass. o 1. Ceiling for exterior entries and covered porches to s 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) f shall be weatherstripped and insulated to a level ; equivalent to the insulation on the surrounding a surfaces. c t 1. Laundry Note: (Unless noted otherwise) Provide dryer i Vent thru roof max. Igt. 35'-0", washer & dryer units ° a (washer unit to be always on left side when facing 'r units) hanson box @ 36" aff f I. Ceilings for exterior entries and covered porches to be 11 7/16" OSB on underside of roof trusses shall be t attached to all framing members with 2x blocking 7 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" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications t 1 F- WWW.FDSENG.COM Z O Z N M a J o. to - s 8 N (3) y _ Q) ) W O U E ° 0 w o to c N r m yam W IN E OO U rn 1 ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 1 `} 0 zLO .-I w C r/7 N H � � J N U m v a OoJ .� LLID � o mcncn LL Model Name / Number: SFe"k7u AREA CALCULATIONS a S m m � N v1 Plan Issue Date: Thursday, December 12, 201-9 -let FLOOR 1635 S.F. V KA PROJECT NUMBER: TOTAL LIVING (AC) - 1635 S.F. 19-7724 GARAGE 400 S.F. COVERED ENTRY (BASE) 36 S.F. COVERED PATIO/LANAI 200 S.F.00 Sheet: Of: LAN FLOOR PLAN TOTAL AREA UNDER ROOF 2271 S.F. Foil eep, *' UCL" u a Lugo (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE. 3„ REINF. OPTIONAL CURB FOR F F VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY ELEV. 0'1 "^ :'-' — " _ - i 2 4" 2500 PSI CONE, SLAB W/ 8X810/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. •- , ,. OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR x BARRIER &TREATED FOR TERMITES. ,' •' y pp ( 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM F-R. TO ,..I REINF. N W/ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( SEE PLAN R DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" RER REBAR 16" " (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR. SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. FM01 SINGLE STORY FTG 1/2 = 1 -0 FM02 SECTION @ GARAGE 1/2" = 1'-0' 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN F. 8 :ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT."--FRESIAR THROUGH SLAB -.10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRYB (1) #5 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 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 I2".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL FM03 THICKENED EDGE 1/2" = 1'-0" BEARING CAPACITY OF 2000PSF. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE "-•-•--•-----'"- FOOTING SCHEDULE RECESS AT GARAGE DOOR. EXTEND 6" BEYOND MARK.. SIZE DEPTH REINFORCING GRAVITY CAP. IbsF3.0 F.O.M. EACH END, TYP. 1'-0" X CONT. 1'-0• 2 #5 E.W. GOT. 2DDO eRN.FLR. F20 2%0' X 2'.0". 1'-0' 3 #5 E.W. GOT. 7200 ALIGN DRIVE W/ BOTTOM OFo .' 0" X 20"RECESS & PITCH DRIVE CONT. 4" CONE. DRNE W/ 1/2"EXPJOINTS F2.5 2'b" X 2'-6' 1'-0" 3 #5 E.W. GOT. 11000 10" O.C. TYP. 16"AR f3.0 3'1 X 3'-0• 1'-0" 4 #5 E.W. SOT, 15600 FM09 SECTION @ GAR. DOOR 1/2"=1'-0",5 3' "X 3'$" 1'-01 4#5 E.W. BOT. 21500 F4.0 4'-0" X 4'o' 1' -0• 5 #5 E.W. SOT, 28000 F4.5 4'1 Y4" 5#5 E.W. GOT, 34500 F5.0 5'1 V4" 6 415 E.W. BOT. 42500 FB.O SEE PLAN ..-. •.1 6'16'-0" 114, 7 #5 E.W. GOT. 61500 IIII- ..,Illsll�ll =i1 1111= ®STEP DOWN NON i SEE PLAN - -' OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" BARS. o F ELEV. WITH CURB m ' h (1) #5 BAR CONT. � (G.C. VERIFY) ;0 Z � �"'•' FF. REINF. Aso EE PLAN TP. SEC. (SEE PLAN) 10, 2 #5 CONT. INSTALL LINING ` 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE FBC-R P2709.2 N y MUDDED FLR. '.16° - SLOPED TO DRAIN IN. 2 #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-0" FMI81 TYP. STEP FTG. DETAIL 1/2"=r-O" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN ..CONTINUOUS AROUND CORNER SEE FN T FOR BY COLD BENDING THE. BAR WITH QUANTITY O MIN, BAR LAP OF 25 a0 #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20° X 10" THRU FOOTING Vii - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-o" FM23 TYP. FIND PENETRATION 1/2"=1'- LEGEND 0 -INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING CLEAN OUT 2" VTR !'LAY 3" 3" W/C HANSON TUB 11/2"VrR NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/PLUMBING CONTRACTORS Di SINK PLUMBING RISER N.T.S. 3" LAV Qi W/C TO SANITARY 1+ c XL FM03 3 N _______ ____________ F2.5 _________________ PATIO PAD _ F2.5 4" CONC. SLAB W/ 8" X 8" THK'N O—;•- FM03 EDGE ; 3 1 i , 1 1 , m 3' 10" 31101, 6' 8" 4' 0" ; 5' 4,0 3. 8" 2, 0„ , 3' 4„ 2' 0„ 3' 8" --.-.7 A/CCOM PAD ' i 1 0" I. `� i ice♦ 4" CONC. iLAB 1 1 W/8"X8 THK'N i N 3 EDGE FMOl 3 TYP.® STEP DOWN 4" a CORNERS HOSE / BIBB I 1 / 1 /,// e-I I /, io o 1918, k� ^ HVAC 1 1 � 1 �'1 r LLB jJ w O\ ' FMO1 LAV TUB ;i W/C O3C� i i 20'11" 18' 5„ 1 i 1 ♦ I � I 1 T 14 ,.^ ♦ ♦ 1 it , 1 O�� 1 I 1 ' ■ I FM01 ' , i 00 3 00 , , 1 1 1 O ' ' ' I 1 d 'a 1 101VTR I a, 1 WASHER ;D 1tV , i , I STEP WIN 4" x.. , ■ ■ rr, a EP DOWN LAV'1i m OD 1 m x v ' r 20' 0" w o iv , e11 Ir "-- 1 •aW W/C FM02 ; m ' p'w ' OD iz' 0 (D Ir 3030 IFDSHWERIIFM02o2,2„HOSE LN 1 4'0" 4'8"BIBB■ r■ ■ Q N5L TO41 o E sF 9�so CN J�5'��� v 7864 : N ei No s-fl •. * ..�5. OF .'40 d �100 STA A�.' Q �2 • G 0 ��''/.�Sr0NA�.1 � `% y L H Alai! N 1 m (D GO u cc$wc' ppg 00 IUJ L— O m 2-- IJe 1— W em J=-T= IdJ �i �g a 0. ¢ 11 W W8_ '7 E. m GO c sS; iP QNRRag,E a. S@E=LL J O $° O 0 m yi=� m- WWN.FO6ENG.COM ❑ Z N maZ m Z N c ¢ L J � � LL 3 � m z x z o 1j� 0 ¢ N Dv/ 3 d E d �✓O C m w o E N r C v- g a Q D � c a mom dm ® DAMS HOMES a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 F DIVISION LOCATION: PORT ST. LUCIE Z v Job Information: c a o rr m m O to 0 7 t-1 q z C W2`" E y C zei ei J 4) Q _5 Ld /mom o J W cn �/ J LO LL MI. v; THICKEN SLAB 0 GARAGE DOOR Model Name/ Number: 1635 ?' 0" 16' 0" 2' 0" 6' 0" 13' 4" Plan issu 20' 0" 19' 4" e Date: Thursday, December 12, 2019 o 3 ' q„ m KA PROJECT NUMBER: 9 19-7724 FOUNDATION PLAN T a Sheet: AVOf: m SCALE: 1/4" = V-O" N ALL ELEVATIONS FOUNDATION PLAN PLE COPY 0Ec 8120194 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1635 x 3 4905 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO/ HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,455 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,455 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 23,455) = 9,382 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,382 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1IALTERNATIVE PROTECTION BARRIERI N.T.S.I �N PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. Irk WP ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42". CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN. THE DOOR OR WINDOW ARE OPENED. 13, ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16 ALL PERMANENTI I NTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE n0—� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT o CEILING FAN DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET I,I W GROUND FAULT INTERRUPT rn ' i DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING) / THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® I.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8T0 HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER b) APPROVED GROUNDING O/DEPTH BONDED TO CONTINUOUS FO OTING ING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. c a � III I OD N N 0 d %fwfgi toM co N OD c d F O Ujgo3'M �JIL ti A LL m Q�am� �SMmz v0 _gme N cNo w a Tg=a§I W Q oM= a €fig g -w W V =tL a w w ae Z O a>< Z so 15 sa d€ LAIll � g a prre y ° � E F W .FDSENG.COM ❑ ❑ ❑ d U m N z N O h Z m 0 Y Z c Q 3 a ti LM _ = z a o c N CD a � o E W � c m o V, n9 M U T N E ---- w Q0.0 look y 10 e `"' u nod ---{ a�am Oct N Y10 d DAMS HOMES ° FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a z r- DIVISION LOCATION: PORT ST. LUCIE VI Job Information: N E m a > o N m m 0 O I— z LLI y M F o > y w O N _o z —i A)m m v a m Q J Gi :D a o N � V Model Name /Number: 1635 0 w Issue Date: oPlan a Thursday, December 12, 2019 KA PROJECT NUMBER: ELECTRICAL PLAN Y 19-7724 a SCALE: 1/4"-1'-0" Sheet: /� Of: ALL ELEVATIONS 4 ELECTRICAL PLAN FILE COPY DEC '31 2019 TOP 0 ao TOP OF BLOCK bo 6 12 2'-0" RETURNS ■ W'DOW HEAD HGT ■ ■ ■ ON SMOOTH op TEXTURED LITE TEXTURED DECORATIVE CEMENTITIOUS RAISED BANDS 1A3 SH 00 COATING El CITE 25 SH 25 SH DBL 25 SH FLR. _ _ _ _ _ FIN. FLR._ RIGHT ELEVATION "B" SCALE: 1/4"=1'-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT 12 6 TOP OF B W-DOW HEAD HGT _ ■ LITE TEXTURED DECORATIVE 00 RETURNS ON SMOOTH CEMENTITIOUS COATING DECORATIVE DEC RAISED BANDS 25 SH FIN. FLR. _ _ _ _ _ FIN. MAY VtKY CtMtNIII]VUS UUAIING REAR ELEVATION SCALE: 1/4"=1'-O" LEFT ELEVATION "Blv- SCALE: 1/4"=1'-O" VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 a net sq Inches of venting needed equally for intake and exhaust Soffit Product Provides 4.12 nets in sf Ridge vent provides 13.00 net sq in If riff Adnn o,n.d n"n.ddne - •- . nn .__. _-._.- i - . Overhang distance '1.33 ft S.F. of Area to be vented SF 2271s.f:.. Total needed for exhaust for upper 1 3 545 nets inches ' Total needed for intake soffit area, lower 545 net s inches ' Number of Off Ridge Vents for upper 1/ 3 needed 4 L.F:.of Ridge Vent needed can be used in combo with ORV 30 Lineal FeetofSoffit needed tomeet required 99 I Iinhal Goat of Enffit nrnvirlbrl by nlan' 'I niun t w/ 12" SIDELITES CEMENTITIOUS COATING TES & 5'-0"x 16" HIGH TRANS HGT RAISED DECORATIVE BANDS w/ 2'-0" RETURNS(TYP.) 10" KEYSTONE DETAIL FRONT ELEVATION "B" SCALE: 1/4"=1'-O" 0 c T N E T A It ♦ �':✓ No s;ss4 C V k' cli p ;9 ,,T TL OF 1vZ o.• " aE U SI7�f�gy 5V0` F- e N � CO N (0 N g m V p.� two M 00 00 LL J MM tJI. LL 02 £p m ¢s � r rilwz Ncr6mO W n o. W � S�c aL N W Q. ;4. a Y z o <a�a nt.n6 ♦Z!t V v,S`ms ¢ O o m 04 m -r" ag' W �0N e ❑ ❑ ❑ t°- . WWW.FDSENG.WM m C — z m o r- CD1/ Z ¢ W c c O J W a 0 � z Y a n W Q 2 o m E �I aim FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O z _�0) 1H 0) w N (1) O u- a z I—ic�m J a N a -JW=) m to (n LOLL 1VI Model Name / Number: 1635 Plan Issue Date: Thursday, December 12, 2019 ♦ KA PROJECT NUMBER: 19-7724 Sheet: vs Of: ELEVATION -B- SEE DET. TB03 G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE DETAIL 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. d W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04— 4 (VIDE DETAILTB01 '0 COMPLY :OMENDATIONS ATING OF T603/S•4 _ _ _ .Q G Z V Q 4� O � � V EQ. C G TOP & BOTTOM CHORD GABLE END BRACING @ — 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Fr. O !___________________ ------------------------- 1, I 4Ff. --------------------------------------- 01 O ^ P I I G I I ' � , I 5 F,. 4 FT. 0 O O 5 Fly. 4 FT. "______ ______________ -___ _____-- -- O I 110011 O I I 4 FT. O O 4 FT. O 4 FT? u ROOF NAILING ZONE DIAGRAM O. NAIL ATBASE 2ROWS @4"O.C.W/SdCOMMON NAIL . ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" 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: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED., CONTRACTOR MUST USE 1Od RING O PLYWOOD SPLICES @HEADER •. NAIL SHEATHING TO HEADER O.C. SHANK NAILS) NOTE. W/ 8d COMMON NAILS 4" © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL. SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFAC15/32"E MORE THAN 1/8" 15/32".OSB OSB (2)-2xTOP PLATE EXPO UIR EXPOSUREI BEYOND SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIB VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 8„ /4" S 1/2" o e o SINGLE NAIL EDGE SPACING Q4U. it I I I I II II SOLID 2X I I 11 Il 11 I BLOCKING @ALL = W III ILL II II II I SHEATHING rn III III II II II I EDGES (SEE y III C III II C II I I SECTION X-)Q 0 K III III OPENING hl II I I - - - -. III II C III II II I _ - - ul u n u n 11 u u u 2x STUDS Id 111 1 1 1 it 1 11 11 11 I I BEYOND. III I )I It f III II 11 II I SEE PLAN o Ha- 1111 II II I II IIII II II I It II II II I JI _ _11_ .LL HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN w z w a0 a N J � 0 c: O~mo¢ HALL, F NWO LL N U- AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL E W/ (4) 8d NAILS ALTERNATING STAGGER D) 8d NAILS �3"oC BLOCKING SECTION XX 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CON EMRSCNEDULE FOR;ADAMSHOMFS-1635REV G. I000LANAI. BEAPoNG PONT, TRUSSACTUAL CONNECTOR ID OONNECTORUPUFT FASTENERS NOTES , ,E,'IILUj51D CS L + '+LR=E7 E7V H t ;f„ L R UPLIFT -230 p"r less HETAl6 PERTRU65MFG" '. DESIGN RATING laix# 9 10dx112 P4 97P H7 d r i v'L q - 52Mo,We H2.5A PERTR 5S G 600# SD Rd "%0d '�?J�,BdBd,�`P�3i�Iii�� 6F ': d8{ANl,1¢10# "(4)3Aekaatt ,T9?karYas ,'-MB'?A1,6(NFTA1g ,, ' ,...'rv; ^.I, Li^^,.,.'J jf7i9#uriaR :I¢)1L3A46dOHrt1.6= ;:40"gMf2asSrt�.''(d:W),JR4 Xd 972. r.;l F �PGy�)gg,(�#, w , • t,=' E28J/awd4 ' s a�oA`/.HibA ` 'A�+4G#fr}�?{9M! :, .. iF6)YDasi Y�2c . .,14 , �, Ab,'J 1M1 1(:pO jLdpkas 1A"IG$/HEfA?GI id1$#7S VFk(183, j4)7odN , } „ 7�e , xH5T�T6dN . � ls) d,.ax 3 � , r 3 ° C:kr t 1^ BotS#s b. SDETAIL E01l64:.. OY n r x" Pig I xt c) t n fY h :: TU ">, ,:t¢EOFW —, ATxOF U55CVr9W'. L>LEF7,R"RIGHT&M=MIDDLE BEARING BFARI NG LOCATIONS ARE REFERENCED TO TR(I68MAN(11AC'fU1)ERL4'jn0,581$PAiY)NGS ALLCONNECFORSARESIMp50N PRODUCTS, + R TYI ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA. -ROOF PITCH PER ELEVATION -SHINGLE LOADING SC/PI. E: 1/4" = 1'-0" SIMPSON - CONNECTOR SCHEDULE LISP -CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP TO HETA16 W(e)10d x 11/T OR HTA16 W/(10)10d x 11 IT OR OFRAME MASONRY HETA20 w/(9)106 x 111T 1810 HTA20 w/(IO)10d x 111211 1586 1970 O FRAME FRAMETO H2.5A W (/0)ed NABS 535 US R177Aw/(10)Sd NAILS 515 695 © FRAME TO H70A w/(18)10dx112" -1g18 1040 RT16Aw/(17)10d x 110 895 1020 FRAME H10A-2WI(IS)18dx i 11TAT2 PLYTRUSSES SM 1080 RT16-2w/(16)10dz I lrZAT2 PLYTRUSSES 935 1060 OFRAMETO MTS12 w/(14)10dx 111T(AT EXTERIOR MTW12 w/(14)10d x 110(AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS) 990 LOCATION INCLUDE (3) 12d TOENAILS) 1005 1195 OFRAMETO E MGT w/(22)10d NAILS AND SW A.T.R. wl 1T 3330 MUGT15 WnS)lW NAILS AND 518"AT.R. wl MASONRY EMBEDMENT wi SIMPSON "SET EPDXY 3965 IT EMBEDMENT w/SIMPSON "SET"EPDXY �0 4496 O FRAME TO I7T320 w1(24)10dx1 t/2"(ATEXTERIOR 1�6 HTW2Dw/(24)1Ddx11IT(ATEXTERIOR FRAME LOCATION INCLUDE(3)12tl TOENAILS 7310 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 FRAME TO (2)HTS20w/(48)7Udx11/2"(A7 EXTERIOR 2490 (2)HIW2Ow/(4SrlOdxt VT(ATEXTERIOR FRAME LOCATION INCLUDE(W12d TOENAILS 1 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 3080 FRAMETO HGT-2 W/(16)10d NAILS AND (2) 51F A.T.R. HUG72w/(16)10d NAILS AND (2) 5/8" A.T.R. O. MASONRY W/1T EMBEDMENT w/SIMPSON 'SET' 10690 w/ 1T EMSEDMEM W SIMPSON *BE T" 7020. 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (RIOTS FOR 3-PLYI TO FGTR w/(18)7/4"z TSDS WOOD SCREWS RFUS w/172)W33 WOOD SCREWS AND OFRAME MASONRY AND (2)1/T x5"TITEN HO ANCHOR.BOLTS 34IX1 <725 (4)yq'x8"WEDGE-BOLT 7700 (7)LGT2 wl (18)1gtl SINKERS Ji FRAMEN &(7)1M"x2-iM'TITEN2 /750 2030 MASONRY SEE NOTE #B BEL OFRAME TO MASONRY/ (2)LO'f2 w/(32)18d SINKER58(14) 1/4"x21/4"TITEN PLY TRUSS) 3600•M /080•M (2)LUGTZ w/(32)1Btl SINKERS B(10) 3100-M 3100•M FRAME (2 OR (28)18tl SIMd:RS FOR FRAME (EA) 32AOF 3770-F 1/4 x3"WEDGE•BOLT (2 PLY TRUSS) OR (32) i6tl SINI(ERS FOR FRAME (EA) 380PF 4620-F 0 FRAME TO MASONRY/ (2)LGT3 z3"3D38CREW5 &(8)318"x 5"IIEN(2 PLY TRUSS) 4730-M 6570-M (2)LUGT3w/(24)1k"x21Y2'W525 SCREWS&(4)WxTWB(2PLYTRUSS) 7050-M 5010-F NIXFF 64S0-F 7710-F FRAME OR (52)16d SINKERS FOR FRAME (EN OR (56)161 SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT MUC41O W (18)1Od & (10)10d G#2680 HD410 OP F HD4101F W (20)1Sd & (10) 1Od G#3080 BEAM NAILS U#1895 NAILS U#1950 BEAM TO HLMIO OPT HUC410 W/(18)TITEN G#4600 HD4100PT HD4701F w/(20)1/4"x3" G#3355 MASONRY t/4"# SN" 8 (10) iDa NAILS U#1800 WEDGE-B(7LT8 (10)10tl NAILS U#S50 O BEAM TO MASONRY/ H11480PT HUCbB w/(8)10d NA1188 (12)1/4-z2314"TfrEN (TO MABJ G#1540 ll#980 G#3000 U#1195 HDbgOPT HU4B w/(B)iW NMLSB (12)1/4'x23/b"TAPCON8 (rO MABJ G#iez5 U#1090 ON2015 U#850 FRAME OR (12)16tl 8 (6) tOd (TOR FRAME) SVP-F SYP-M OR (12)16d 818)10tl{FOR FRAME) SYP-F SW-M FRAMETO 1920 /920 (z)HTA16 OPT (21 HTA20 1870 O .MASONRY -PLYw/(1 )1012)HETA20 1ALY w/(10)tOtlxi l/2"OR 2983 2385 1-PLY w/(10)10d zA 1/2'OR u� 2PLY w/(12)18tl z-PLY w/(7z)t8d HTSM16 w/(8)t Otl NAILBAND (q)t/4"x21/4" 965 ri/0 HTWM18 w/(8)10tl NAILS ANO l4)114k73/4" 1145 . 1225 7�OR NS WEDGE -BOLT OMASONRY MASONR OR HTSMZOw/ (70)10d NAILS AND (4) i/q'>d 1M" 965 1110 HTWM20 wl (70)WE (4)1/4'x1 3/4" TAPCONS WE WEDGE -BOLT 1146 1226 H1O8 w/(8) Sd x111T NAILS AND (2) WB'A4" ©FRAMETO MASONRY TITAN HD 780 910 FRAMETO UlT w/(3) IM z11@' SDS WOOD DTS-TZ w/(8) 1140 xl 1 W WSIS WOOD O MASONRY SCREWS AND t 1/78 AT.R. EPDXIED w/ In$ 2146 SCREWS AND (1) IIT 8 A.T.R. EPDXIED w/ 1510 1835 SIMPSON "SET- (SEE NOTE #4) $IMPSON "SET" (SEE NOTE IN) FRAMETO HITS w/(26) 16d x211T NAILS AND (1) 518"8 HTT45 Rd(26) 16d 1211T NAIL$ AND (1) ® MASONRY AT.R. EPDXIED W SIMPSON "SET" 4375 5090 SM-0 A.T.R. EPDXIED w/ SIMPSON "SE7" 5005 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) FRAMETO HT74 W(18) IW x21/T NAILS AND (1) 511.0 HTT45 w/(18) 16d x21/T NAILS AND (1) ® MASONRY AT.R. EPDXIED w/SIMPSON"SET" 3640 4235 5ST AT.R. EPDXIED w/ SIMPSON"SET" - 41M (SEE NOTE #4 BELOW) (SEE NOTE N SELOM O FRAME TO HlDS w/(24) 1 N x11 PC' NAILS 795 910 LUGT1 W(23) Sd XI 1/2' NAILS 875 1045 HM9Kr W (4) I14ki In" SDS WOOD RTl6M w/ (0)10d x 1 1/7 NAILS & OFRAMETO MASONRY SCREWS B(5)1/4k2 t/4"TAPCON$ 780 780 (4)1/4"x I SW TAPCON3 7385 13B5 VGT W (16)1Mk3" SDS WOOD SCREWS & OFRAMETO MASONRY (1) 529 A.T.R. EPDXIED W/SIMPSON "SET" 3555 4940 W/ IT MIN. EMBEDMENT TO (2) VGT W/ (32) IW)X SDS WOOD SCREWS OFRAME MASONRY &(2)518.0 A.T.R. EPDXIED W/ SIMPSON 5170 71M "SET W/ 17 MIN. EMBEDMENT O FRAME 70 VGT W (10)1/4"x3" SDS WOOD SCREWS 8 HDWSOCR 1)618-0 "SDS W000 3285 4565 MUG715 w/ (22)10d NAILS & HTT45 w/ (18) FRAME SCREWS 8 (Q6/8" 0 A.T.R. SCREWS 10d NAILS B(1) SW ATA. - 4780 (2)HT&MW(62) 16d41W MAILS (2) HTT45 w/(52) ISd'WIn. NAILS OFRAMETO FRAME (1)516"B AN(SEENOTEN) 6376 5090 &(1) S?rS AT.R.(SEE NOTE#4) 5005 r:FNFGAI CANNFCTOG NOTFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I SEAMS .1 (2) 12d TOENAILS. 2. ALL TRUSS 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. Z FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 TW TO TRUSS VERTICAL WEB W (2) ROWS OF IW NAILS @ 3- O.C. STAGGERED. 5. MINIMUM A. T.R.EMBEDMENT: S' EMBEDMENT FOR I/T AT.R. e-EMBEDMENT FOR 5/8-A.T.R. W EMBEDMENT FOR 7N A.T.R. QF AT STEP, DEPTH IS FROM LOWER SLAB). S. SCAB TRUSS CHORD W 4-4- 2x SYP#2(MATCH CHORD LUMBER SIZE)w/(2)ROWS 10d@4•FROM END 84"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS LIND ON PLAN 2. CONNECTION AT 24"OR 3T D.C.PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F8121D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSIICF WALLSAINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2)AT EACH. CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2)12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING, SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT, OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ®I 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 1-0HANNEL / @ 12" D.C. METAL DRIP EDGE lea 2 x SUB -FASCIA VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" L) vl�� E N No 8 864 3 « O ♦"'G: �'• ST E QF Vf c E E m us e (O It ti 00 h g wg C!6 U) 0) N1— i W § nO 9 CO L•L J J J LL. IL LL ppr� r `` LLI Q =sm LLS u a W w €w w Q LLI a "D G. o/�c41p��ZZ VmW ZO NFwtB X vIE m~O 15 1�, €' .5�$g L W a`�m2 Q1N Li a �Q a o 8 16 O Sm LP 19� OOJ El ❑ 11W.FDSENG.COM O �zWW` Z M u4i m Z W — N CD co Z 9 J Q � 5 a Z V E w, E d ) Ln - c iN w N O V U om Q TChO +gym 3 A SL 11AMQ 11:7AILA C'Q FLORIDA CONTRACTORS LICENSE NO. CRCISSO146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: C6 o NO r N O N 0 o ILL n e-1 a z ��. Dm W N N +y J (!J U_ 0 o > _D J N a) m z 0 O J W � a I— N m 0 m I Model Name / Number: 1635 VTPlan Issue Date: d Thursday, December 12, 2019 c � V KA PROJECT NUMBER: 19-71i24 m Sheet: /L* Of: o6L/ nD ROOF PLAN B E COPY JEC 31 2019 LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" —T�, 10 LAP (ACI 530) 1 11111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB I' MS021 TYPICAL SHEAR WALL SECTION I N.T.S. MS03 TYP. TIE BEAM Vil P.S.I. CONIC. W/1 #5 REBAR CONE. SIMPSON SP4 WAS)- 10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS `—DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYR FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" 7" 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 20" MIN. LAP #5 REINF. BAR #3 OR #4 REINFORCING I BAR #4 ft #4 1 AP SPI ICE „ 25" MIN. LAP #5 REINFORCING BAR m #5 STD. 90 HOOK #F AP SPLICE SCALE:1"=1'O" N. LAP #6 REINFORCING BAR * GRADE 40 U.N.O. #6 1 AP API IC MS051 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING If ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2 x 6 1/4" X 214" 12" O.C. 2 2 x 8 1/4" X 23A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. re .LINTEL w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED N.T.S. O 3 N.T.S. FORM & GROUT SOLID LU �U fV 8F12-1B/1T #5 BAR CONT. MS111 2x BUCK DETAIL I N.T.S. I RM85 12" LINTEL DETAIL 3/4"=1'-0" LINTEL CHART vi GRAVITY &;UPLIFT LOADS FOR: 1635 A STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 31-811 6113 283 3060 167 8F16 - 1B /`1T 2 4'-4" Rec 5206 167 2272 89 8F14 - 1B 1T 3 41-611 6113 768 2707 396 8F16`- 1B 1T 4 71-811 1843 764 1136, 396 8F16-- 1B 1T 5 171-411 950 161 ` 405 85 8F16 - 16 1T min. 0 IS O O GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. S. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (•) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RLLED WITH GROUT / U = UNRLLED #5 REBAR AT TOP R=RECESSED IN. IS) REQ'D 14 rCITY. OF #5 CLEAR REBAR REBAR E BOTTOM OF DNTEL CAMNAMTY lI —TOP KNOCK T Zs0 NTEL BLOCK R � COURSE 81716-113/1T t z ro GROUT NOMINAL QUANTITY OF WIDTH #5 REBAR AT #5 REBAR AT BOTTOM OF NOMINAL TOP 'O' LINTEL CAVITY o HEIGHT REINFORCING PROVIDED IN LINTEL PROVIDED 7-5 8"ACTUAL (VARIES) TYPE DFSI6NATION 8' NOMINAL WIDTH OFNFRAI CONCRETE LINTEL MATERIAL S GFNFRAI INSTAI I ATION NOTES 1. Pc precast Ilmme, = 35W psi. 1. Provide Nil motor head and had joints. 2. Pc prestressed lintels = SWO peal. 2. Share filled lintels as required. 3. greuted per ASTM C476 f'g= SOW pel w/ 3. Installation of lintel must comply with the amhtectuml and/or structure) drawims. 4. maximum 3/8" aarregate and 8' W 11' slump. 4. UUMels ere manufactured with 5-1/2" long notches at the once lot accommodate 5. Concrete masonry units (claw per ASTM C90 w/ "Mcal cell reimp ing and grouting. minimum net area pompresslve strength = ISM psi. 5. All hit le meet or exceed U360 vertical deflection, except lintels 17'4' and 6. Reber per ASTM A615 Grace W. longer with a nominal height of 8" most or exceed L/180. Prestressing wand per ASTM "IS grade B. Bottom felt added also, to be located at We bottom of me lintel cavity. 7. 270 low related., 7. 7/32" diameter wire sUrl are welded to me bottom sta n for mechanical anchorage. 7/32 wire per ASTM Mil), S. Castir lace concrete may be prodded in composite lintel in lieu of concrete S. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on mclonal di analysis per ACI 318 and ACI 530 to' Florida Product Approval No. 168.1 It. The extedar surface of Impels installed in exterior concrete masonry walls shall have a costing or stucco applied in accordance with ASTM C928 or other apprmed coating, 12. Umela loaded simultaneously with verilcal (gravity and uplift) and hotromal (lati load. aHoud be checked for combine loading with the following equation: AWIled vertical load Applied hwizmrcal bed < 1.0 Safeverticel load Safe horizontal lead — HURRICANE ANCHORS (TYP.) t5) � LINTEL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS PRECAST "U" LINTEL W/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLD W/ (1) #B BAR FOR ALL WINDOW OPENINGS III AND LARGER — GROUT SHALL BE FLUSH WITH TOP OF WALL SO" /--STD. 90 HOOK HOOK, / 4'r 5 � 7 W al 2 —SEE FOUNDATION §EE FOUNDATION PLAN PLAN FOR LOCATIONS I MS011 BLOCK WALL REINFORCEMENT I NITS. I yQ P0Lc0p'♦LT�OO�ijqa111 •, iTra`+1,, N ,�`iJ•,1�J�VXG�N No 7364 s. C se se . st 7 p yro" ST 9° •4d•, Tc OF :(t�.T. E y Al • in I 7 nCN N'LWS9 gP Fi- f o� M00W wZ W 8'098 p'B C4LL fui 6 law em,z _ 8 $ ii W QyoM€Q eisM LU LLI o g' F Z � W �a�"gtiS M Is: W . .2 3 Ogo € 0 Z ZO 3 0 W € w I- z N ° `� m OS m s ark W Qn�a�m<�a s S In m� 12 U t � � �' � WWW.FDSENG.COM E z M O WZ Z N M M o Z l0 N a CIO Z 0 o OO i � a U o i W 0 i M U m N Eo 1 w OO W N 0 do in TYP. BOND BEAM 8"xS'x 16"K.O. q LINTEL BLOCK - FILL W/3000 P.S.I. '` CONC. W/1 #5 DIA. (— REBAR E N 0 INDICATES FILLED m CELL FROM Fla. TO m BEAM WITH 1 #5 BAR MIN. O TYP. DOWEL 25" MIN. LAP (ACI 530) IO m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I� O z0 m y a `LI LL 0) z eH ei as I—YUm > ? 3 J i N a OJ 'L'LJ ^ m vJ '� '^ v/ VI Model Name / Number: 1635 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 0 Y 19-7724 a Sheet: A Of: o . N NI LINTEL PLAN J �J ° 2x6 #2 SYP P.T. W/ (2) Vx5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL R DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT 8 W/ WASHER. MIN. 6 PER TRACK TO JAMB. m Y (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o 46 "J" BOLTS WASHERS SET IN `o FILLED CELL W/ #5 TYP. FILLED CELL y VERTICAL MIN. 5 PER JAMB. o N SECTIONAL ® OVERHEAD 3 DOOR WOOD P.T. #2 7 SYP 2" X 6" Y �( a TRIM o 0 ,A,ldAddllll/�� P®LO tJ�R9��di 2"x6"P.T.WOOD JAMg Y w5•\�CENF•''Fd��i� r N No 8781 DOOR AND CONNECTION PER cq GARAGE DOOR MANUFACTURER GARAGE SLAB r 0 TYP. GARAGE DOOR 1 3". STAT- TRACK MOUNTING DETAIL a `;` ° 0o W l0 0 c yoas N P r a a ' � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 2 d a 15 io WSJ-. y ON8 J J J Wc4in u-t� LL U o4� W QNCNp a, `" a C W � w 6 BLOWN -IN R-30 INSULATION PER FBC nz�g� W Va��=°aa:� E Z a AND ENERGY FORM SUBMITTED WITH w ��y O i' ri Z z O r 10 b 3 ¢ BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES ' AT EAVES (FOR VENTED ATTICS) h s ,€_' d °'"' 5 N O � �:% E m m m w .FIBERGLASS FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 SHINGLES OR i TILE ROOF(PER ELEVATION) SEE o �2v" W a w a <? m E „ z v O h PROVIDE BAFFLES AT EAVES PLAN OVER APPROVED UNDERLAYMENT g o 8 0 g E„ a o O SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o v " FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING o- v s 2 ws WWW.FDSENG.COM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24 O C. (SEE STRUCTURAL NOTES - _ FASTENED TO TRUSSES PER ROOF § �2 ^ ` p Ig ' PER FBCR 905. 1.1 OVER APA , �` v NAILING SCHEDULE) z W o PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES , ',; ,; TRUSS ANCHOR (SEE PLAN) ' ^� ^ SEE PLAN FOR w Z .gyp Z ;o 1J TRUSSES @ 24 O.C. FASTENED TO TRUSSES PER ROOF _ _ _ % BRG. HT. t /�� 5 O FL NAILING SCHEDULE) 1/2" DRYWALL .3 W a " TRUSS ANCHOR (SEE PLAN) \ TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° METAL DRIP EDGE TRUSS PLATE Z 13 FACE 2X SUBFASCIA Ua - 3/4" P.T. NAILER ,•R SOFFIT. SEE ARCH. _o _ DRYWALL PLANS ICURTAIN ('/2" METAL DRIP EDGE 1 2" DRYWALL / CONNECT ALL 2x STUD 2X SUBFASCIA @ WINDOW A LINTEL 16 K.O. A CK O N m 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & ra M TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH, „ „ 3000 PSI CONCRETE u SEE ELEV. a \/ N c M �- (6 U T N PLANS PRECAST "U" LINTELI/ u @ E w 000 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u N c ' "' " s 0� ;': U M - 0 7 JQ m 0 no�.,, 1410 OPTION: 15/32" OSB EXPOSURE 1 ON y MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT. WALL W/ ALL EDGES BLOCKED. 3 ®�.�.�! HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. PLY ATTACHED WJ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" A ` NAILS AT 8' O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. o 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI ^ 3000 GULFBREEZE PARKWAY u CONC. ALL LOCATIONS v VINYL FRAMED WINDOW w/ SCREEN ,, SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS u m 0 DIVISION LOCATION: LOCATION OF OPENINGS IN u F EXTERIOR WOOD WALLS. IF NO ., PORT T. LU I E OPENINGS ARE INDICATED, FULL w z Job Inrmation: fo STUDS ARE REQUIRED). y 'J m d NOTE: 44" MAX. SILL HGT. ON r r ALL BEDROOM WINDOWS. 1 VINYL FRAMED WINDOW ell WINDOW STOOL W/SCREEN a CEMENTIFIQUS DECORATIVE A' PER SPECS PRECAST CONIC SILL N FINISH 7/8" THICK PER ASTM N C-926-98A " PAPER BACKED FOIL R-4.1 u M O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU. BLOCK WALL v PER FBC AND ENERGY FORM y c � MORE INFORMATION). SEE TB13 1/2" DRYWALL SUBMITTED WITH PERMIT � EXTERIOR FINISH - J m x � ON SHEET 6 APPLICATION (SEE ELEVATIONS) a c FOR NAILING INFORMATION FOR a +� 7 R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P P.T. 2X #2 SYP. BASE PLATE FIG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. = `` Uj pj M E 4) y [i AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN E 0 .. ai WITH PERMIT APPLICATION HD) w/2" WASHER AT O.C. 9 O SEE WOOD BASE MIN. 6" FROM END -SEE W507 FOR TERMITE SHIELD WOOD BASE ON FOUNDATION PLAN 25 Z 1 �•y� ) -1 U SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR e°Oa W p .� J W FOR SLAB INFORMATION _ _ _ _TOP OF _ _ _ SLAB INFORMATION _ TOP OF SLAB 0 O ' LE IN I \:- . - '• * W � Ui ♦ Model Name /Number: • - T', . GRADE GRADE I � 1635 CLEAN 04 p COMPACTED - N SEE PLAN FOR N ♦ Plan Issue Date: ti w RE -BAR QUANTITIES O FILL Thursday, December 12, 2019 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION m ♦ KA PROJECT NUMBER: FOR FTG REQUIREMFNTS PLAN 19-7724 Y n Q N Sheet: S_2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" 1'-0" WS01 TYPICAL WALL SECTION 8" CMU a TYPICAL FRAMING DETAILS 9EC 31 Zulu .; V C N V _ N N N Y O Yl N N ✓yy_ d L d 6 N c �geeeataull/�,e �&,dLO . TO 0�Be1 O N No 664 1 T w ' cli PROVIDE 2x4 ON TO r � �•: S ATE OF :' l/ OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 Q/ a^ TOP PLATE ATTACH w/ 3" O.C. ° �G �(: •; iROUBLE 2X (2BLOCKx6) ) NAILS O.C. TOP PLATE (SO4 a vee4sS po (a,; 2x4 STUD PER PLAN -O 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE ~ B NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 - TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD o (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN c TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 " NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF a " d ;- 10 STUDS c a C N m TOP PLATE TRANSITION 12d NAILS @ 3" O.C. @ 00 g £w c .5 $' m ,F to CO 00 PIPE OR DUCT w/ OUBLE 12d g E. a g „ Rk g � m .; y €,€_'a'aw Z �LI gNNbi LL PENETRATION THRU TOP SPLICE .a 8 m G: ' _ `" = w TOP PLATE W/ MORE '�� w {j,� F� ° sz Q n'*evm d THAN 50% OF TOP a o o w` W d d" 5 o: w w PLATE WIDTH INSTALL ROWS 12d '0 a Z Q o°a z d SIMPSON PSPN516Z w @ 3" O.C. o y ,E m CI dD 2i m � 2'AN�j � Q' w/ (12) 16d NAILS TYP. "Ij7 Y S ` € y E N DO a0 m TOP & BOTT. ° $ e = Z a n a .`m..'o ¢ : a BOTTOM SPLICE T s 8@ v W o° p NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS r *4 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD 2 m § SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ n S $ `1 o a o = (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO e " WWW.FDSENG.COM El [I Elv TOP PLATE W 8d 2 1 2" x 0.131 NAILS T U M * NOT REQ'D. WHEN QT SYSTEM IS APPLIED o N Z N M NOTE: PLATE LENGTHS MUST BE AT Z LEAST 8'-0" LONG. TYPICAL (W, ' c Q c 0 WF17 TOP PLATE SPLICE DETAIL a Y V V V o v1 t_9 a 2x8 SYP #2 y E TOP &BOTTOM w ° E ATTACHED W/ d O c m ul (1) ROW 16Ln d 2x6 SYP. #2---------------- _ YZ U e w NAILS @ 16 O.C. RIPPED -----------------; SIMPSON HUC410 _ BUCKET SEE ROOF I m N w G I PLAN FOR MORE INFO ; ; "' O 'I BOX HEADER DETAIL00 z ~'n - a -- N SEE ROOF PLAN �� ; I U FOR BEAM SIZE * CRIPPLES MAY/MAY NOT BE PRESENT. ; & CONNECTION INFO a ° ° nlFnNuY (1) KINr �-7/16" O.S.B. VERIFY HEADER ELEVATION A _ _ ___ fr J JACK USED AT It/A. JIUt Q (1) EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 8d !r INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" X 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED lad COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS PER SIDE INTO CMU AT — (D = 0.148-, L= 3") OR EQUAL LONE INTO EACH OUTSIDE FACE) (D=0.162",L=3-1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0.162",L=3-1/2')OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACK$ KINGS JACKS KINGS SIZE EAEND EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE FLOOR PLAN ' -- � 12 FOR COLUMN SIZE & - - - - - - - ; SEE ELEV. FLORIDA CONTRACTORS LICENSE NO, CRC1330146 BASE CONNECTION INFO ---- ---------' RYP) PRE-ENGINEERED WOOD TRUSSES@24"0/C > OPTION A OPTION B w 3000 GULFBREEZE PARKWAY 1/2" OSB FLITCH PLATE UPLIFT CONNECTOR (SEE SCHEDULE) GULFBREEZE FLORIDA 32563 SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED m r COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE CONNECTION INFO DIVISION LOCATION: NOTES CONNECTOR REQUIRED 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2' LAG � PORT ST. LU C I E OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d a ---• 2) ALL NAILS PENETRATE AT LEAST 3/4"OF 4) REFER TO NDS SECTION 15.3 FOR SEE PLAN x4" STUDS 16" O/C Job Information: THE THICKNESS OFTHE LAST IAMiNATION. ADDRiONAL INFO. SP4 AT COMMON 2X CRIPPLE$@16"O.C. SEE SCHEDULE 24" O.C. NAILS(TYP) FOR WLL W/ SIMPSON BOTTOM SP2 TYP. SECTION A -A CRICKET AS REQUIRED " WF37 TYPICAL COLUMNS DETAILS N.T.S. HGT. TOP AND BOTTOM &ROWS12dNAIL$ STAGGERED @ SCALE: 11/2"=1'-0" FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS z,.; REINFORCEMENT REQUIRED) F.F. OVERHANG , ", •• CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" 12" O/C EACH a o * WHEN STUD LENGTH FACE OR 3-ROWS M IS LESS THAN S A USE 12d@ 1 NAILS STAGGERED m O LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER A A SIMPSON SP2 @ EA. STUD TOP PLATE & NAILED APA RATED STRUCTURAL SHEATHING o TO HEADER EACH SIDE SEE PLAN FOR MIN 7/16" FASTENED TO TRUSSES W/ TOP OF BEAM 8d COMMON WIRE NAILS @ 4" O.C. FILL ALL HOLES IN ,P "' - a LD STRAP DOUBLE 2 x #2 SEE ROOF PLAN BOUNDARIES 6" O/C EDGES & 8" ° z N 0) S.Y.P. HEADER W _ 1/2" FLITCH PLATE FOR BEAM SIZE & O.C. FIELD = p fY) CONNECTION INFO R 13 INSULATION AT EXTERIOR `` Y IOd NAILS @ HEADER. (U.N.O.) F Iy 8" O/C TYP. WOOD FRAME WALL PER FBC E FILLING AND BLOCKING AS AND ENERGY FORM SUBMITTED m <i 3 by DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR WITH PERMIT APPLICATION _ _ _ o (WHEN EXTERIOR WALL IS = _ = m f , CO ', a CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE = = m V TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO EXPOSED TO INTERIOR SPACE) uco JM w NOTED OTHERWISE SIMPSON SP1 @ EA. STUD h 0 2"x P.T. PLATE MAIN SPAN ROOF TRUSS Model Name/ Number: 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT � SIMPSON HT74 W/ (18) @ 24" O/C MAX 1635 CMU 16d NAILS &A 5/8" UPLIFT CONNECTOR EXPANSION ANCHOR • °• BLOCK W 8" x 8" x 16" K.O. (SEE SCHEDULE) W/ 6" EMBEDMENT U.N.O. ° / 1 #5 CONT. °m YE plan Issue Date; R oR81/z"ArGARAGE Thursday, December 12, 2019 VfNr STEP DOWN ,--SEE FOUNDATION CMU WALL VF KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS "r• PLAN FOR MORE INFO NOT REQUIRED @BEARING P.T. BOT. PLATE .-., NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT 1A5'i/ Y 19-7724 WINDOW OR DOOR OPN'G '�jl o Sheet: S_3 of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF3 TTRANSOM DETAIL AT ENTRY 1/2"=r'-o" WF09 WALL HEADER DETAIL N.T•S. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL TYPICAL WALL DETAILS U ry L� �T q ryryryryyy[tyy OEC 311 4V1,7 • . PER LOCATION Ilzvl'�� / ` `•��i 16 0.13. TO SIDE & TOP NAILER IF' ..• EACH • BOAKADERLi EACH END *DIAGONAL SPACED AT 20'-0" O.C. MAX - SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN ' OR EQUAL TO 450 I ` � 1 , 1 I MINIMUM 2"X4" CROSS BRACING (SEE PLAN FOR"wo LOCATION) I ` BLOCKING I ry ' C I _ I y I I , U o N Q (3) 12d , PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- ' Y INSTALL BLKG. AT TRUSS WEBS c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP a W/ (3) 12d @ EACH TRUSS WEB .N E `m a m 3 T11301 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. d d E 2X4 MIN. BLOCKING AT laauyl TE OF D(2)E12D ITR Q��°`s�y; BETWEEN NNTER TRUSSES W/NE ACH END TO TRUSS TOP c tttttttQ •\,\� 9—���{ ��tJ�� O No 8184 PA � TYP. - * * '5 • ALTERNATE TO BLOCKING fQStt PRE-ENGINEERED VERLAP TRUSS BRACING 3 �� :ATi b;•�.�^;, '°+ E WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ' 4 U A TRUCTURAL PACE m✓e`A• C1t ��%•''7".:'g'" w G.T. SHEATHING n ! S 4" 'ot' T ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 epsaaeiiip%� .a TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES,HIP 12d NAILS @ 6" O.C. II, MAX 24" SPAN (EITHER G.T o SIDE OR BOTH IF REQ'D) w a (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR E :� ; N SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN m a c g 0 00 fz 00 2X4 BLOCKING J m .e e d Z $ o N Q 8 Ci ri IL. e. W m o r N ti HIP TRUSS BETWEEN TRUSSES o„ y V c w „o QN�`aJo 0. $o.LLVYO LLI SECT. A_A C W W �.±>m�t °'air 1,NA Z � AN 3 TB03 HIP RIDGE BLOCKING DETAIL / N,T.s• TB04 TRUSS BRACING OVERLAP DETAIL (TYP) 1 ) N.T.S. d .S .m s„ � z �v,/A:� i 20 1 it m 0 w`m `�— 4 4A' m m Z Qa� E Q Q 'BBS� ■•� N¢68 Q d $ c� 'a ❑ ❑ ❑ W FDSENG.COM TRUSS NOTES: = G Z M Z N Q � T 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 o (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND m BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z z 0 o „ TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY PLACED ON IN ANY ONE AREA THEY SHALL BE SPREAD OUT o CD Q CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE THE TRUSSES EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. u w 4� y 2. ALL BRACING SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL (DS,CB,SB) LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. ^ , •10 0 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION.W\ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E U m -UUa ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Imo, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS SHEATHING q�0' m V N E t 0 U o _ '® ^� 3 T04TRUSS X4 AS SHOWN ALTERNATE N _ 0tz U1 Q TRUSS SPACES DIRECTION ? — C V o Q mom 140 RUS N CRAMS MONIES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS (2)-1 NAILS a OR HCLR/LL IN PLACE OF (4) 10D SECTION TO TRUSS REQUIRED @RAFTERS GREATER THAN 8'-0" B-B o FLORIDA CONTRACTORS LICENSE N0. CRC1330146 •••• 3000 GULFBREEZE PARKWAY SEE PLAN ouBLE roP DouBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE.ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES w ROOF s SEE PLAN '- v SLOPE / PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2%6 42 \ \ 2X4 SPF BLOCKING / / Job Information: (4) 12d WHEN LANDS SPF 48" D.C. W/ (4)12d NEXT TO PREENG. TRUSS \ \ BETWEEN TRUSSES \ / t 2x8 BIKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE wJ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ \ B REQUIRED w/ (2) MTS12-S REQUIRED @ RAFTERS GREATER \ \ / a THAN 8'-0" 2X4 SPF BRACE \ \ M •*' @ 48" O.C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & m SHEATHIN '9� (. EVERY3rd\\ \\ ALTERNATE DIRECTION O 0 2X4 BLOCKING BETWEEN CB BEVEL CUTS LL TRUSSES W/ (2) 12d NAILS (OPTIONAL) o' 7 � @ EACH END, CONT. EACH BAY y B TB 2X4 SPF W/ (2) #7X&1/2" / / TRUSSES ¢ L c 11 ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN - W fM BLOCKING OR HS @ 48" O.C. / / F a) PRE{NG. TRUSS \ / / E \ ++ f0 0y CONT. ROOF SHEATHING AT TRUSS TOP \ / / o /11 3 U STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / m 7 L J ) Ne SEE PLAN FOR CONNECTION SIMPSON A34 OR / I.� • O B (USP MP4) @ \ \ / / '>° O _I W � 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}72d NAILS @ DIAGONAL W000 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / CO'^ '^ V / V ) AT 8'-0" EACH ENO MAX TRUSS 2x6 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ n / BETWEEN TRUSSES of m V Model Name MAX. w/ (3) 12d COMMON `( V @ 24" O.C. MAX.W/ /Number: WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN / \ (3)12d EA. END (TYP,) - (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT @ 2'-0" O.C. MAX W (3) 10D SEE PLAN / \ 1635 COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR ODD Plan Issue Date: T & B CHORD BEARING SUPPORT 5 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2' SPACE < Thursday, December 12, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 19-7724 2x4 S.Y.P. s Sheet: Of: @ 16" O.C. m o T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S.] s ROOF FRAMING U AND BRACING DETAILS CEC 31 2019 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. R.1 ps 6" SPA EVE 6" 6" 6" 6" SINGLE DOOR M C SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES r,,h 6" 3" V V 3" 3" 3" 3n tt �3" III _ — III f I 3hh 3,h 3" 3' 3hh 6h 6h 6n 6h DOUBLE DOOR W/ SIDELITES SPACE [VENLY I N SPACE EVENLY B ?NIF 7" - s to use in 5th C"ws Valley centerline t SHINGLE INSTALLATION GUIDE NAL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8- MIN HEADS. 6 PER SHINGLE. 1,0p1 Cook �X¢sw UNded `A^ � ,Q .loseCoGL59 i Ew" "6acootsa 2G• ROOF CRICKET: MIN: 3:12 SLOPE _ ASPHALT BASED (REQUIRED AT SEALWT APPLIED ALL LEVEL VALLEY TMURED, PAINTED BEHIND FLASHING LOCATIONS EENER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6^ H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONJT. AT KNEEWALL T ENTRY PIASTER STO SEALANT ROOF SHINGLES 6" X 6" H GALV. T FLASHING CONT.-X V' s FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 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/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS `1/2" DRYWALL FLAT HID. "TAPCON" SCREW THRU DOUBLE DOOR THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION WT.S Edgy R905.2,8.5 GRIP EWES PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROCHE. OVERLAP TO BE A MINIMUM OF Sin (76cnc). EAVE DRIP EDGES SHALL EXTEND We BELOW SHEATHING AND MEND BACK ON THE ROOF A MINIMUM OF tin. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED ETIHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLWMENT, THERE SHALL BE A MINIMUM Rd WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH '177 KM/HI OR GREATER OR THE MEW ROOF HEIGHT EXCEEDS 33 ffET (30.058 BVI DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF A INCHES ON CENTER 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. 11/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 1$ WOOD SCREW SHEATHING BY OTHERS CAULK BETWEEN' FIN &SHEATHi:NG EXTERIOR' 3J4' FINISH DI i BY OTHERS O.A. WINDOW HEIGHT EXTERIOR , INTERrOR` A TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/+4" MAX SHIM SPACE Installation Instructions For All Fixed Windows With Mound Fin Irldudes ad of the fallowing series: L�' (�it�Af uh.:.m.•. h. hN ,_.,•,h t., 625 1825 / AZ35 / FL15 / AZ30 / FL30 / V1300 / VI550 / V300 / V380 1200 Vr2B0 GB2000 G82060 Plesti 662 P eaB2 LHio Mealmum Fastener, 5padrg (Jambs, Head and Sill) F.-°'i.--B. B.. B•...+ B, .,.�.5�'.,l Wail Framing: 025prueelNne/F" or 9eaw - alimne #10KI-1/2" ' - s Screws Soso eMITIo Rmretaaar ending Bead Norman. FBI Cross Section V iew Planes View, elf KxeilgwttlTty. And. Silicon. E19mip Sh*Mm Note. we Ma sae alflish7/rp 11W1-Nl nr taPMW SNp81111 "east In A57NIII 211-201. He W.MtM to vaMNon In codes add bu//lion tYPe6 !tMleRaP ro Meand rAearro dehrm#a Me proper/aNepsfbn olMese Atoms. ti d',L- v M 1 -777, Celt 6e'ore irstaang Vo h window, ute bubble wrap ma'/ Ue xdad tack fct 7,sLTmr. but please ra-stick the vnap to plwle l die bfttks Tronh suarMes NA other oare,,s with 1.0115"✓"etlgn is c?mplete. Step 1 Measure ro 6e sure O G opening 153/8'to 1/2" lager Ran the window size both Ve amply and horoonal " You may Wish to predrill the Imtallation III in the M at Otis time. Cleafgand and ACAN in has Metals, V M M &W an, nor Sep t APPly a 9—SOUS bed M Alias to the berd:d0eOf the Rimming to. Use enough slhane to sun leree In all Voids between the An and the wall shezMin . Sep 3 I22rt the whiow into the opening from the mtstle. The Wndmw Is labeled -ImMW and °ouMde", but d these WENS Nave been removal, the glerin bad should always Seto to Wsde of to building. Step 4 Itatall s hlda under the SIN, adjusting Goes, until the an is plugs in ftre WI Shims should W msta ed under the sill ewerr2 fat. The window should he basically canteree in the opening wall no more Man 1/4° gap betwmn and window and wall hen . StW 5 IMMI a#10X I-LIrsoew 4" Rom Oa Caner of to On at each end of the had, sill and both'mbs. Star,B IralNi the rtwhsning taztears WB'lauemems honk Ohs cararurewatoOle ceno"deadh hams member. UsecamnottooW.w- tlphtenthe screwsand 01them Muou to fin. Alan, make sure the eamse go in straight and do not cause the hems to now. Wall framing should W a do nlmum of #2 SWIGS 1ratfFlr Fasteners should be#105aews of suffident IaVth to atheve L-3/9'penetratest into one wand and no bs own 1/2'ham edge of framin g. FasEam deeded in aAhsde of frame to echlea 8" n L of Frame Membe- 10^ ul 26' 34' 4F so" 58" a6" 1 74" 1 62° 1 90' I9B' Number of Fesaaara 1 2 3 1 4 1 5 1 6 7 a 9 1 10 1 13 1 12 1 13 Shot 7 Remove aeeffit Alines, uedte out" Rom around the on and Inspee, for holes or sands. Ike sdiWne to 61 any wilds. Step Ifdonned,afainImuWtion an be applied to tla IMenor9gs between tie whdow and wall hamMg, Kapplied,oYkmusbedie b0.57;FLA'O t, YPEFOV3. Step Sine these wbrdbwa are"Ically used in rooms vim High moistureIs; badanD , R is reWaseded that the Iberia W, between the window and Wall banking also be sealed with SeI and bwkd an as Tat W onafere with the im sidton M wallboard, the or shot Step 10 Once all rordbudbn is romPWte, remove the bubble wrap Ron the inside and ouWde of the window. If nea6my, dean to blocks with a old deter nt and warm Wald uI a soft dish. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval Roofing: 1st Choice 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 ROOFING VENTS: Florida Metal FLAMCO "Off FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. -rid a vent" 1" OM G AND 4" ICA AX. ROOFING UNDERLAYMENT: 1st Choice WOODLA D TYPE II UNDERLAYMENT3-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC #30 ASPHALT -SATURATED ORGANI FELT g7TgCHED IN ACCORDANCE WITH R905.i.1 I FL17206.1 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 X 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x S" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0 /67.0 THERMA TRU-CORP: FIBERGLASS DOOR GLAZED INSWING I 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11/2" LONG WITH 1/8' DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL Cho N.A. N.A. N.A. n SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON I ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-5Q MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture Window SUFFIENT LENGTH TO ACHIEVE 1th" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1121 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 Horizontal MINIMUM FL 15804.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WINnWITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN IR T FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanizetl DIRECT MOUNT. TOP 1,y"-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121k" O.C. BOTTOM dA"-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: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: A. # 87864 O`%,`` t ttO/i� i Ct•`�J�S•��P0LO � 5F gRFs°ice, N vi �J * No 8786 :* wCq * Cg ? STATE OF :� ; 4) •° R Q• '•\ `�.�F'•�OR sk ng�PEa, N � LD v£cg .-1 00 cr"Lgw LLD DO 0000 o Z N �� w JLU �OQN J J J .PByw "Mg^,o Do e WseeIN cLLm W y Tic LL1 gg W VaR�gad� 'y, R3n8 Z Qy z Z 0 weas a d o 3 K F- .� Vow V yf°a��000J sea a *gE le c8ga DU o N �WW`W.FDSENG.COM ❑ ❑ ❑ W M 0 Z N W) z M 0 10 z � G� ■ a ; a J V I o — Y Z o QLn"` W F 0 Q E n ,U E W o m of c to � min TtS DO f° N £ , Lu 02 0 — 500d = O h CI I C to a o �IID G0)6a aM ® nARMCZ BJ^RMWCZ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O z rH LLJ $ i 2 Y c0 N LL s J: U z i—�c)m `f a QJW= fit° J m U) U) VI Model Name / Number: 1635 VI Plan Issue Date: Thursday, December 12, 2019 VI KA PROJECT NUMBER: 19-7724 Sheet: ^ _ ^ Of: REFERENCE INFO (PSL) DECa 12019 UP WEATHER FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD ., RESISTIVE BARRIER& RESISTIVE 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 a weathemeslstant exterior wall envelope. The exterior _ WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a `WEATHER i RESISTIVE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 in /� /-� SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive Including but limited to, Insulation finish BY LAPPING DOWN barrier, insulation, or for aesthetics, not veneers, siding, exterior and systems, - OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 61N, UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm: 30.5 cm) SELF ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, Soffits, and fascias. ti�owi"yowl OR EQUAL WEATHER PROOF CAULKINGHUI R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ABTM D226 j� EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such WEATHER RESISITIVE SELF -ADHERED FLASHING / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material a . BARRIER SEAL TOPS OF JOISTS �( shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the UNDER DECKING SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. (SEE DETAIL WP07) SELF -ADHERED FLASHING applied over wood -based R703.7.3 Water•resistive barriers shall be Installed as required In Section R703.2 and, where ppl • WIRE LATH D@t81I Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INS7RUXTIONS: Grade D paper. The Individual layers shall be Installed Independently such that each layer provides a separate 1. Cut, fold up &temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain to the water -resistive resistive barrier above header to allow for flashing installation BUILDING numbered items In the list of instructions below: barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head fleshing and .� O 1 O PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially drainage seal with tape 2 2 93. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant 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. Self -adhered membranes SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING n W P 02 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER W P 03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and wall with a sealant FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER adhere to substrate using a square piece of flashing material (6" x 6" Minimum) expansion and contraction, ABTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: RUBBERIZED ASPHALT EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD RUBBERIZED ADHESIVE ASPHALT ADHESIVE 6. Fold as shown by amOWS 7. Angle Of Corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the barrier 703.2 for drainage. THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive complying with Section Subsequent UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 'I 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: LETTER ON CHEMICAL SCORED COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF -ADHERED FLASHING, '0 RELEASE PAPER TO EXPOSE flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and SELF ADHERED EXTEND A MINIMUM 6" 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 FLASHING VERTICALLY FROM 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. 2 3 NECESSARY IN CORNERS THROUGH 1.. In accordance with the flashing design or method of a registered design professional. SECTION -A SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. (SEE DETAIL WP02) 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or SELF -ADHERED O C`� FMA/AAMA/WDMA400. FLASHING 2 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 2 SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 4. 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 1 6 4. Continuously above all projecting wood trim. DO NOT FLASH OVER - BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. FLANGE 6. At wall and roof Intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P 05 SELF -ADHERED FLASHING�/P06HALF 7. At built-in gutters. ROUND WINDOW IWPO4 EXTERIOR DOOR WITH DECK INSIDE CORNER SELF ADHERED FLASHING DECK PROTECTOR SHEATHING `.` 7/8" Cement Plaster 7/8" Cement Plaster -'-__- 1 ?' in accordance with in accordance with ASTMC926 ASTMC926 = ' SELF -ADHERED FLASHING PATCH ,. ` Felt backed metal : - .. Felt backed metal lathe in accordance lathe in accordance i with ASTMC1063 with ASTMC1063 SELF -ADHERED FLASHING „,.. DECK PROTECTOR '.; :."" Building Paper < Building Paper �1 { . 7/16" O.S.B. sheathing ' 7/16"O.S ' sheathing.B. ; DOUBLE f '; ,� Metal Keep top edge SINGLE JOIST , of weep screed / JOIST SELF -ADHERED FLASHING Flashing 2" below top Of SELF -ADHERED FLASHING 1 31/2" block 2 Unperforated Vulcum 3^MIN 4 Flange 718" cauk bottom O 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-112" Unperforated SELF -ADHERED FLASHING FwP07 SELF -ADHERED FLASHING W P O APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 09 Weep Screed 1 1/v to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST V OUTSIDE CORNER Q Above ROOF 1/2" Cementitious INSTALLATION OF THE BUCKIRECEPTOR. Sheathing Decorative Finish b . • o, All inside and outside corner will O• need to be miter EXTERIOR _ WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to in accordance 0 o becaulked using BUILDING PAPER SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 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 Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 2 1/2" Perforated "a. Flange 1/2" Weep BUILDING PAPER Cement ; o, Screed BUILDING PAPER Plaster over block 1 at floor EXTERIOR Install bottom WINDOW UNIT CEMT. FIN. Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 3 2M 3 0 Note: lath The building paper and metal must be installed over the top of WEEP SCREED DETAIL FINISH WINDOW HEAD W P 1 0 SELF -ADHERED FLASHING i FW-P 11 SELF -ADHERED FLASHING i n CEMT. FINISH PARAPET WALL W P 1 2 the Weep Screed. SCALE: NOT TO SCALE CEMT CEMT. FINISH WINDOW SILL rt`' I i , , i O N i E i V ;n ' i s f- i i u i 0 c acwitg m N 00 w j HIE - �$� �� I! v y N°N4('O �j.0 mm 00 Z WMN�m 1L LL LL pvmmzo N 9 �_ 3 Dery &9 li W Q N9cN p W w o w W cLLm� �t O= yq 6�2 Z � pcag<ZZO '�yw/�� q�g s Z u Z 1p o m Y��GO pOG 0 m wa $ Z LLM Q �N m LLI � s O 4hW/.FOSENG.COM i� ❑ ❑ v C Ur In m � M z n Z Z m o Nro J o W o_ Z EZ 0 o ' A ` Q /W\ N.� � VQ � E c o m 5 Ln _ mm 10 w N O O ° ^ _ hc cQ - ¢ m0) 0 om m ® DAMS HOMES N a° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 v DIVISION LOCATION: PORT ST. LUCIE Job Information: a o N v 0 0 o Z LO W1 r 1 y O ai T M J r u° � N (� ao ll- U J N OJ L�u/'� Z'^) v W V J 0/� '4 IV I Model Name / Number 1635 In cPlan Issue Date: N Thursday, December 12, 2019 a mV KA PROJECT NUMBER: Y 19-7724 a m Sheet: W P Of: N WATER PROOF 0 DETAILS V- 111 rr 4 " )EC`pi� 42X42 A/C .B BY BLDR MIN FROM �11111111[71�II=11111111�11111111[]I® BEDROOM 3 80 10x6 1wcJ 10x10 aaas 6" nZ\A AOARIM� ,. Is4 • ! ! 2 • ••Corp,� s ®� • 5EDROOM 4 saaJ $, 2\A CHZ 0 � H3HIJ saas 10 rag " 75 KIT NEN O 10x6 lwcd 5EDROOM 2 10x6 1wcd 6" 80 w 4" N 40 4" dryer duct R3YRa Sx4 lwcd to roof cap w dr er vent box <,..; ............ "Vol r01VI OT R30JIUB :3TON ZAIAT2.HG U9 9I varT33TOA9 30HAU99A i aJ3R NI 3 AOOJ ZJJAW 3MAiRl1ORAJUZNIiJ'-A \W TLIA9101HUM Ye 0391UP3A �. 'Pa X ^S\ 'SS ; 3Z N FATIO ZS Bags 265 14x8 lwcd 9" as 6 10x6 lwcd N pININ80QM. ° 14x14 rag —)N y 14x14 rag 4 bath duct `MASTER BED RM. to roof c a p � 12x6 1wcd w/fan 120Nutone 696RNB N / N n 1635 S.F. LIVING ZJIAT3CROi4T33H23 - ---- BIH •aJe J2 •sr N W.T. I , I N , 3VOBA.ZNAAT i ' 400 S.F. GARAGE sew Sx4 1 we i COVEREP 15 ,' 95 2 CAR GARAGE ENTRY Zvi wcd .DJO ^aa N P n MSTR BA, ----------------------- - ----- 2.5 TON W/5KW @240V 1PH HE as 18x10 plen ; 5GQle 1 /8 a lafform by sz bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE' ROOMS RooaaraHR3voszar Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 Must have a minimum 'clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. U v Irvs `S 'U U � V / Z O U) in w w Q W O AREA CALCULATIONS 1st FLOOR 1635 S.F. V / :2 TOTAL LIVING (AC) 1635 S.F. I n GARAGE 400 S.F. < rq COVERED ENTRY (BASE) 36 S.F. COVERED PATIO/LANAI Q �/ TOTAL AREA UNDER ROOF 2071 S.F. r— Rating_ z .. o >- m w > z o z o W <t I— m f- Q D J O Q ry m 0- J Cn