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Home My WebLink AboutBuilding PlansR318.1 TERMITE SPECIFICATIONS: CAST IN PLACE CONCRETE STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDF S, INCLUDING SOIL APPLIED PESTICIDES, SHT NO - PROTECTION BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPf tOVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" CODE CRITERIA _ PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (201 !) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE CONCRETE PADS, STEEL WIRE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) -CAST OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT 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 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7 10 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ALUMINUM DESIGN MANUAL - 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES INSTAL INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (f'm = 1500 PSI ) (B) LOCAL STATE AND FEDERAL BODIES PROVISIONS OF THIS CODE. 2. MORTAR SHALL BE TYPE "S", TO ASTM 7MAXIMUM NTO 3. COARSE GROUT SHALL CONFORM ASTM C476 WITH AFORMING AGGREGATE. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF COD ST 7 MATERIALS. EXPANDED METAL 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TI./240 COMMMENTS: 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT I I IE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 11 /120 WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A SHEATHING VI WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 H /240 7/16" HEAD. OR7/8" LONG, 16 GAGE STAPLES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 IL/240 AND HORIZONTALLY (REF. 2017 FRC R703.ZAL 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R703.7.3 WATER -RESISTIVE BARRIERS. GENERAL ROOF LOADING WOOD CONSTRUCTION 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 SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYEP PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. 42. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 2. ONE LAYER OFAN APPROVED WATER -RESISTIVE BARRIER (PAPERBA(.KED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND APE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 1 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. TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOC ATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION; WITH FRAME WALLS. 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. * ATTICS W/ NO STORAGE 10 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE 13UT ONLY WITH WRITTEN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB AT BUILT-IN GUTTERS. 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 TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 () 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 a O () 27.1 () 31.1 Q (+) 23.4 (+) 23.4 100 () 25.7 () 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0' 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FCR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT Q S-1 LINTEL PLAN m � S-2 DETAILS S-3 DETAILS o S-4 DETAILS ,V) S-5 PRODUCT INFO SHEET U) E WP WATERPROOFING DETAILS M-1 HVAC 3 N a� a x O E Qi3 I ; r Zl O k ; � "F� U "O 2 a e 0 c E _ h C =mom 't n�c y CV � W � � 00 6 Rs610 oo 00 Xk Yk N .+'t c (j O C ti J J J LL L p N ti PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (Psn SEE FLOOR PLAN FOR ACTUAL PRESSURES Nm BOTTOM CHORD DL 5 (PSF) a 1. ALL PREFAERICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER d � s y' � � r w vi �", G a 0 ^ y a a Lw STRUCTURAL PLAN Z c as a' z SPECIAL FLOOR LOADING a) 0 "04 0 3"' o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS W c G m c9 a o 0 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y w W _ H a W � m a m m o 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 259�0) TO GAME ROOM 60 (PSF) COMMMENTS: o o � .g Z r`tv a & v Q 0 a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) t7 0 Q 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRW3s MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) o 8 U o J 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRU SES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 PSF �. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, ( ) C v p WWN.FDSERG.COM ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD I RUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES y L0 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) STACK ROOMS SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 150 (PSF) CO Z ") E AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) N z m o00 AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z co cv r-� S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q Q 1 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF)-9 Q STAIRS 40 (PSF) 3 UPLIFT CONNECTORS FOOT NOTES 0 - Y M Z o d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONGCL 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED CTHE TOP. � TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f�-' ,w , BALUSTRADE AND PANELS FILLERS SHALL BE DI SIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. F. �, o E "►. (Doj FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: o m M 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.L WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblo ° U N E ck of these N uw o D o i ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS Olt SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed o '_ PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. E INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER TH 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE I UCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE -OLLdvVED AS INDICA, ED. 9 V cn o a, prevent error. The Builder and all subcontractors are required to �, v Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HI(;H STRENGTH EPDXY TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R3C8 OF THE FLORIDA BUILDING CODE 3 a C w 4 review all the information contained in these documents, prior to - �r o Q m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE In MOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION i2017) RESIDENTIAL. = Q rn o no the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL. THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsibla for any plan errors, omission s,or misinterpretations 2 DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to �i 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the DAMS HOMES TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/"x 2'/�" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED f0, 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 c 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 TI IE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE informatio i found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCL, 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 T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be corsidered for reimbursement by the Designer/Engineer 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON, without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/ .'ngineer. Payments will be made in accordance to the o terms of the agreement. r DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PORT ST. LUCI Ez 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. v s MASTER REVISIONS m >- o � DATE DESCRIPTION 0 ®vA EL z- E oH Of Northwest Florida rn o a� m � � H U m 00 it _I LLJ oo to cn 3000 G" n LFBREEZE PARKWAY m Rn � � nA� n UU LFBREEZE FL®RU DA � Model Name /Number: U � IV�t L�= !//A�\1 II fIAC\1\1V//A\�// \`IJ�/ y 3 2 5 6`0 � ...:, -�, � U RIEVIEWEL �01R 1820 o Plan Issue Date: CODE CCMPLIANC y a Wednesday, March 11, 2020 ST. L U C I E COUNTY M V KA PROJECT NUMBER: BCCC Y 20-1547 MODEL IE120 ' 0)Sheet: � Of; 0 SO 0 00VER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6}10d SP1 W/ (%10d SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD (6)16d PLATE 10d PLATE STUD, 4NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-10d 16" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6)-1od BW6 16„ STUD 6 10d PLATE STUD, 4 10d PLATE SYP 878 NO BW7 12" (2)16d TOENAILS 12)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6t10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ W-10d SP1 W/ (6)-1 Od 12" STUD(6) PLATE STUD,(4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL ,}t /--DOUBLE SEE PLAN MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T- W/ 1/2" A.8 @ 32" C.C. W/ 7" INFO EMBEDMENT OR 1/2" A.TA. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME 8d NAILS AT 4"oo EMBEDMENT SEE GENERALE #8 BRG. WALL DETAIL N/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 LIND ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE CONNECTIONS FOR nd FLOOR TO W 06 S3,10R INDICATED DETAIL FOR PROPER 2 F FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" 0-C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IFTHE BEARING WALL IS INDICATED WITH THE DWI, BW4, BW7, DW10 THESE WALLS ARE ONLY UPLIFT, HE STUDS ARE TOE NAILED TO THE G THEFLOOR LOAD AND DO NOT HAVE UPL . T SUPPORTING PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2- 2145 SDS SCREWS 63 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 D1T2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P,T. #2 ABU66 W/ 5/8" ATR* * G - 12000 C6 SYP POST & (12) -16d NAILS U - 2300 - 8 x 8 P.T. #2 ABUBS W/ (2) - 5/8" ATR** G = 24335 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 Pl. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" is 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SD52.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8,SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HDU8-SDS2.5 W/ (20) 1/4° x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 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 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF IC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAILDIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1h" OA31' X 21/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3' SEE PLAN BLOCKING & TOE 0.1.48" X 3 V4" 0.131' X 31A" NAILS & TOP PLATE 12d 0.148" X 31/4' 0.131- X 3'A' 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 31h" 0,131- X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 - 2X8 #2 SYP SEE HEADER NOTE #5 W/ TCH PLATE H S GENERAL H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 92 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4" X 11 1!4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE e (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA- END EA. END EA. END (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10, 0"-16'-0" (3) 1 (4) 1 (3) 1 (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" D.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS 70 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) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 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) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 2-2x12#2SYPW 7 16" CONNECTION: PROVIDE 2 RO M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4° x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Rx=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 3 1/2° SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @16" O.C. TYP, COL. U. N.O. ON ROOF PLAN, EACH SIDE. (2) -13/4" x 11 7/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2} M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HFTA16 TO CMU EACH SIDE COL, U.NA. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 0 -10" 12'-10" 5'-4" 8'-6" 4' 10" 8,-0,, © 25 SH © 25 SH - - - - PRECAST BOTTO @ 6'-8" - _ _ EGRESS EGRESS ' 13'-10" 13'-0" 12'-10" ' Ld LO 0 rn 00 M: N w * o wQ UjO ¢� i OWNER'S00 U_ LU o VAULT D CEILING Cq; ° + w VAtJLTLANAI G = cQ ¢ "'¢ M BEDROOM #2 CEILING _ VAULTED ¢ CN - - - - - - ----� - - - - - - - - - - - - -G,T_ - - - - - - - T- - - - - ' - co �' rIr - - - - - - - - - - - - - �� _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ i 12'-4" 6" ' 0" 4'-10" 7'-4" 3' 8" { 2'-0" 7'-2" I H1 DBL 25 SH H2 ' I .., 2868 Wmmm 2668 s ^ 2668 2 0' w 8' CLG. _ ® too BW1 1R/1SH N W/ BASE PLATE � .. _ 00 ATTACHMENTS m OET BRG. WALL wa N (0 BATH 2 DETAIL .I cn pi w N ; VAULTED CLG W W ( LO 208 g ¢ , FL M 1-1 M I Y R M I I 5'$° 3'-611 Iz726s8 m I 1 1.6'-8" I 10' CEILING I I C , W.I.C. I 2668 o 0 \ 10' CLG, I 2x6 WALL VTR \ i 00 -T --------1- - ------------------- ------------------ -- ------; \- c=j) 00 - - -1 1 ` O N Q-1)` ' 1R/1SH R ' BED OOM #3 ' VAULTED CEILING a Cn C C17 N J Co VERIFY LOCATION W/ BUILDER HOSI BIBB HOSE BIBB �7 N I ' ' O 3-8" 3'-4" 2'-8"� 4-0" 13'�" OA Z OWNER w ��_ 3 X 4 BATH ¢ 3' 5" N 3," 9, 4„ w F.G. VAULTED LG.zz SHWR I,..._ r _ , 36" FLAT BAR 5068 _ _ _ _ TOP ON 341/2" PROVIDE PLATFORM ' 8' CLG. iN - - - - - - I - - - - - J WALL ;n FOR HVAC UNIT A/C 1 11 VERIFY SIZE WITH _ _ _ _m ANGE D/W MFGR r - - - - - - 1R/1SH NO VAULTED CLG W.H. R-131N9 IN WALL NOTE: BUILDER TO APPLIANCE PROTE( REQUIRED BY MUN / OOD DBL. SINK N , w ; Z ' J ' KITCHEN a VAULTED CLG. 1 3'-7" .r_ 2668 N F, - --� Ih I 1 II o I It I ; LAUN. I 10' CLG. c 0 N 6a III I LO N [I'`- I _j L I - - - J 2868 ' DRYER VENT "STEP D )N THRU ROOF HANSON BOX MAX LGT 35'-0" @ 36" AFF -------------" PULL DN. STAIRS' 221h" x 54" ----------' IDE IF 2 CAR GARAGE 8' CEILING 20'-0" - - - - - LINE OF GARAGE DOOR- "------------------------i I , I I , I I 1 , I , I , CDO4 ' I S-3 , I , S12 S-2 I I , o ' H I , I , 16 x 7 OVERHEAD DOOR 2' 0" I. 16'-0" F.ldi7� io N FOYER o 10' CEILING S-1 j S 3 6,-4" ENTRY °° 10, CEILING 2468 DINING ROOM VAULTED CEILING 12'-10" VAULTED CEILING ADD INVERTED HIP w/ B ELEV. I I I � I � I I 0 to (4 I 60 N (p I -0" 10'.6" EGRESS SEE ELEVATION FOR C 04 WINDOW SIZE & STYLE q S3 O ELEV.oil & "p^ <BM3 = _16" SQUARE COLUMN TOP @ 9'-0" '-4" 2'-8" CD21 S-2 6'-4" 9'-4" -4" FLOOR PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS C� 0 0 LO .i ro 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / 27.1 O +24.8 / -31.1 +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES d c WALL LEGEND 0 0 0 FRAMED WALL Ia 0 BEARING FRAME WALL Y 15 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS N SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 7-1 o MASONRY WALL .,. ai t F "? O GENERAL NOTES '; ' o N 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. $ �' 1,-1,u 2 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not a acceptable. Ventilation shall be permitted to exit through =_ t the soffit if solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the 3 residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. C Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where ' the separation is a floor -ceiling assembly, the g structure supporting the separation shall also E ". protected by not less than 1/2 inch (12.7mm) c N c�v N gypsum board or equivalent. 1° 2 W 8g W N 00 r• 4. R312.2.1 Window sills In dwelling units, where the v; g 3 o opening of an operable window Is located more than W° m 0 o ' ti 72 Inches (1829 mm) above the finished grade or m s a � _ Vr surface below, the lowest part of the clear opening g 2 `. - V a d 1`nn of the window shall be a minimum of 24 inches a m W a , Ld Iy (610 mm) above the finished floor of the room in 0 a� a n U.1 which the window is located. Glazing between the „ Q o z o floor and 24 inches (610 mm) shall be fixed or have g z o I- openings through which a 4-inch-diameter (102 mm) o a m s m o sphere cannot pass. '8Q Z NZg 00 a ■ ' c» Q a 9 J a m U 5. R308.4.2 All windows within 2'-0" of doors and in �'e 0 of o shower or tub areas will be safety tempered glass. 0 �.2 2 f w Q o 9 .. '��° ��+ WWW.FDSENG.COM ❑ ❑ ❑ 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on 2 roof diagram nailing schedule or 5/8" CDX. Z N 1X T&G acceptable for substitution. y �/► z ro •o 7. EC: R402.2.4 Access doors from conditioned spaces to Z unconditioned spaces (e.g., attics and crawl spaces) 'S Q o` shall be weatherstripped and insulated to a level INV0 equivalent to the insulation on the surrounding ✓ Y I' surfaces. 5 Z o 0 Q 8. Laundry Note: (Unless noted otherwise) Provide dryer v - ra ffi vent thru roof max. Igt. 35'-0", washer & dryer units 4I 1 w (washer unit to be always on left side when facing E units) hanson box @ 36" aff E / gi~j - � _ (� /j0 w p • 9. Ceilings for exterior entries and covered porches to be c m 7/16" OSB on underside of roof trusses shall be o _ m In attached to all framing members with 2x blocking ~ N provided at perimeter. The OSB shall be attached w/ 8d i° w 00 V'" nails at 6" O.C. field and 4" O.G. at edges or 7d screw c � '_- y shank 3" O.C. field and 4" edges. Vinyl ceiling to be _ N attaches to OSB per manufacturer speciflcatlons N U (Do v -2 c!�?o Q rnobo Qim -, DAMS HOMES ui c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 2 Job Information: o N m O m a 0 IL tZ p z Q �{ t L0 to W N C M c 0 m c I Ln 'S CO i O r r • r ■■ ' r (Q 4)co 00 CM O OLo W U) vJ vi rnModel Name / Number: U 1820 AREA CALCULATIONS V1 Plan Issue Date: a Wednesday, March 11, 2020 1st FLOOR 1820 S.F. VT KA PROJECT NUMBER: TOTAL LIVING (AC) 1820 S.F. 20-1547 T GARAGE 396 S.F. Sheet: Of: COVERED ENTRY (BASE) 56 S.F. 04 2 COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. FLOOR PLAN FM01 I SINGLE STORY FTG REINF. SEE PLAN — F.F. 00 i� 8' (1) #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR VARIES F. F_ MASONRY @ ELEV. 0' 0" - - — W/ (1) - #5 BAR CONT. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERM ESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. o ► 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N W (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N,O. TYPICAL ABV. SLAB. HOOKED FTC, SEE PLAN s DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. (2) # 5 REBAR 4 CONSULT W/ MANUF SPECIFICATIONS PRIOR TO POURING OR BEARING 1 111, -- 4 1/2" =1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 11/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I v .._FI_N. FLR. k ALIGN DRIVE W/ BOTTOM OF = RECESS & PITCH DRIVE N ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 11/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) tt YLAN 245 REBAR FM11 I STEP DOWN BRG. SEE PLAN 1/2" =1'-0" 1 FM12 I STEP DOWN NON BRG. RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" U.N.O. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE SIZE DEPTH REINFORCING I GRAMARK CAAP.P. [lbIb; F1..0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2,0 2%0" X 2'-0" 1'-0" 3 #5 E.W. BOT. T200 F2.5 2'-6" X 2%6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W, BOT. 15600 -0' F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT- 21500 F4.0 4'-0" X 4'-0" 1.0. 5 #5 E.W. BOT. 28000 F4.5 4'.6" X 4'-6" VA' 5 #5 E.W. BOT. 34500 F5.0 5%0" X 5'-0" 1' 4" 6 #5 E.W. BOT. 42500 F6,0 6'-0" X 6'-0. 1'•4" 7 #5 E.W. DOT. 61500 1/2" = 1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN -4"x 4"x 16" o LU SEE PLAN ELEV. 0'-0" WITH CURB TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) ; z� F.F. REINF. io _ • ' _ _ _ (SEE PLAN) 2 45 CONT. INSTALL LINING w 2 #5 BENT BARS W/ MATERIALS PER N MIN. 25" LAP SPLICE FBC-R P2709.2 16" MUDDED FLR. SLOPED TO DRAIN MIN. • f • ° ' #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1'-O" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-O" ALTERNATE: I REINF. THE REINF. BARS SHALL BE GRADE-77 CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FIND. FOR QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" - CORNER BAR ONE N RIF,FOR EA. HORIZ, iv REBAR, TYP. U.N.O. ■ li (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1 1-1/2"=1'-0" FM23 TYP. MD PENETRATION 11/2" l'- 0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'4" 8" 10'. 16" 20" W/ (2) #5 BARS <674# 6'.8" >2'-0"-3'.4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4' 0" 5' 4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2' 8" & #5 C& 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O,C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORV. CONT. TIED 1 EA. VERTICAL REINF, BARS #4 TURN BAR ® STEM WALLS GREATER THAN 4'.0" (1) #5 HORIZ. CONT. TIED T EA. VERTICAL REINF. B FIN GRADE- 8" MIN 4 TO TOP OF STRIP FTG. COMPACTED CLEAN FILL A IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) y c- N. COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE '*'�ERT. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND F.C. ABV, FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING 44 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3, IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE y c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS • TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES CONCRETE FOOTING I FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ry�Toilltt8,�® T O F' pz Sri fr P' ' `S' r co `�•. \ W O C o N N W �aw c 5 �rpi CD a � � OD � •�� U 8c' a • e•l�m J (j r~ Q m ti ILL iJi ;$q N W a u =0- o W aLuw fig' da my a 12 O RL� NEO'8 Wrn�� o = m o m d'g� =✓@Dave NQ(j� In ¢ ¢ ,,p,,r QU z 0 N o. Flo WWW.FD5ENG.COM ❑ ❑❑ o M z I` M S z�10 z ¢ a — U) a 5- z a %1 �� (9 ¢ t ■i j LLj Tit+ O w o (D V)— �_ m Ut7o ON O w �� a� I � O i::� N U Ln�� c ¢ rn o n30 It� /-A\-DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N O a z c W � O A m r.l Ln F— U ■�:■ M V) 00 4) a 0JLL!� m to J m u) v J u) LL Model Name / Number: 1820 Plan Issue Date: Wednesday, March 11, 2020 VI KA PROJECT NUMBER: 20-1547 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 0 H 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 FALTIERNATIVE PROTECTION BARRIER N.T.S. 1 1/2" VTR TO SANITARY SEWER PLUMBING RISER, NOTE: ALL PLUMBING RISER, ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR INSTALL FAN BOX PREWIRE WP ' GFI INSTALL FAN BOXPREWIRE:S�3 '��------------ - ----- ----------------------------- I � I I I I I I I I I I CM I, II II o 0 GFI I II , 1 I A \ !\ �- t - n 1- I C_7D,�°C_� FAN \\1 PREWIRE o E GFI WGFI � 20gF IF' 1 . --------- - - GFI CEI GFI n _ _I ICZID \._ MICRO/ ` HOOD FOR D/W I I I I I I I GFI dtI ----- VERIFY r' LOCATIONWP I I IN FIELD ' OF I 220 GFI DISCONNET I [ i I�J r l — � I IPr II , GFI IF IpH IT GFI @ ELECTRICAL I W H 220 42" AFF PANEL , v ATTIC ELECTRIC ' w = IF REQ'D BY CODE x m w F- / U Q _j (� W< z Z r r z ¢z0 Z� a0OU¢ �U zzovo /- w a -J w, W =wW 0 LL GFI GFI @ o m a o 42" AFF zo m L w FOR GARAGE 1 W = o DOOR OPENER I-Um0a M _j -------------------------------------------------- I I I I I 1 I 1 1 i I I I I HOSE , I I 1 I I I i I I I 1 I , I I C BIBB I I 1 ( ------ ------ ------ COACH LIGHT COACH LIGHT i DOOR / BELL , WP IGFI II \ II II II , II -�I I BIBB (� IN15TALL FAN OX PREWIRE I I F� INSTALL FAN I LuJ BOX PREWIRE I I I I I I I I 220 I r— — — — — — — — — — — Fr i I CEN. OF WALL o I � I _ � I I w I U I I / I I I I r I I > 6 6 I I I I I I I - - - ��INSTALL FAN BOX PREWIRE I I� I I I I I I I I I ' I ' I COACH / LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX '0 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 LIC:E:INSED 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 AFCls (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PI- R 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO, ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OFTHE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT .ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE: EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED- 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE; SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FUTURES TO BE 10096 CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH (/ $DM DIMMER SWITCH -_�FLUORESCENT LIGHTING -(� CEILING MOUNTED FIXTUREZI�T TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTU R E r— - 0 CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT cn DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET (Do --' DOOR BELL ® SPECIAL SERVICES OUTLFT D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER `R RECESSED LIGHTING j JUNCTION BOX WP WATER PROOF RECESSED LIGHTING T� THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I I C INTERCOM SYSTEM ® L,E.D. DISC LIGHT M GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 20C = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT METER MAIN DISCONNEC I 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 # 8 TO HVAC BONDING _ - ��#4 TERMINATION GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD WI MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. +v � v U _ 2 a v 0 c a l6 Ea y mom W t0 IT Ln o0 00 y t+ E° a0c c rn UOI-6m MNI� LL w_ L_Uo 0=-vy k. D C,m') 3-f'N W UJ tll U¢ cF a 2 y'- 'a M'r LL a- '6 m oi 0 a, W = 13 N o 13 Z4�a n- liJ W Z Z O a T 05�� `a=0Q� 3 a, - �W=�� Mpm" m Y wWZ-n unf3 w2Ill ZN JO cWhy F Q Q a 00 _jO d �s�� zI=o £ ;'W WW14.FDSENG.00N ❑ ❑ ❑ �C Z N O N c z Z Q ro o Co (--t I = z C AVI un - 0Q o C.) N !O Lu W _ - F- -7 f ro '� ♦ J Q � C) I m E 4) (1) 0 {/y w (L- o m o V 4M {� U ro C4 E 0 UI kw- F0 tt p — Z 00 N O "r N Y CL Q rn o u�o Q;m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: rloo O t0 z O c � O e-I W O � LO m m e-I tf) 0JLtJ:D m o JmW(n In LL Model Name / Number: 1820 Plan Issue Date: Wednesday, March 11, 2020 VI KA PROJECT NUMBER: 20-1547 Sheet: 4 Of: ELECTRICAL PLAN „rr 0 VENTILATION CALCULATION Formula = SF / 300 / 2 * L44 = net sq inches of venting needed equally for intake and exhaust TOP F BLOCK 0 io FIN 12 6t— BEARING @ ENTRY TOP OF BLOCK_ O � O bo FIN_ FLR. OF BLOCK 12 L SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV, FOR SIZE & STYLE b FIN. FLR. 25 SH 48" OFF RIDGE VENT W'DOW HEAD.HGT DBL 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT J 00 33/2 SH W'DOW HEAD --IGT m LITE TEXTURED DECORATIVE CEMENTITIOUS COATING . FLR. _ _ _ 25 SH DBL 25 SH 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" 00 zo Ej 25 SH W'DOW HEAD HGT DBL 25 SH 0 a7 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" 12 48" OFF RIDGE VENT 6 OF BLOCK 0 in FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "B" SCALE: 1/4" =1' O" 12 6� --MIMI ININIFE IFE N1 TOP OF BLOCK FIN. FLR. TOP OF B 0 60 FIN. FLR, 0 bo Nil IN 3068 DOOR W/ (2) 1068" S.L. AND 16" H TRAN. ABV DOOR STYLE MAY VARY REFER TO SPECIFICATIONS Soffit product provides 4,12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 13800 net sq in / sf Overhang distance 133 ft S.F. of Area to be vented (SF) 578 s.f. Total needed for exhaust for upper 1/3 net sq inches Total needed for intake (soffit area, lower) 578 net "sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in Combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan BRG, ENTRY RAISED M TOP OF W'D, W HEAD H DBL 25 SH LITE TEXTURED DECORATIVE_) 1 4"/8" il" CEMENTITIOUS COATING RAISF'la BANDS FRONT ELEVATION "Bit SCALE: 1/4" =1'-O" i U G v m 0 0 U) c m N N Y 0 O N E v 3 U) w Xx (D a) IS c c 0 3 O r a c N s m a) Is ++ I E c 0 F ly.:a p IS d r Q to N � 00 }}} LL0 QN� 00 qOQ.-I J J J LL LL LL 1" Mm� o m 4p� ;2 N p Uj n- LAW', ¢m�aaor cn Cr ' ,5 or m O 00¢M� 4N Q d C U D 2 Uoj WWW.FDSENG.COM ❑ ❑ ❑ (� M n O Z N c+� z r0 0 Z d � •o aLL _._._. z Y o 05 V) UL E—� w o o �itiy 0 W 0 - a� c0 U f6 N I✓ w 00 o r I I _ a000 ai � y o 110 �lo c �`L . • <( rn o .00 A\0AMS HO FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 2 W ♦ Job Information: Y L Q N r- N m O m v 0 d N O O V 0 W � +� ) M z � 0 a- 0 —pj LjLO M o Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, March 11, 2020 IVI KA PROJECT NUMBER: 20-1547 Sheet: 5 Of: S VAT10NS SEE DET. TB03 G.C. TO PR BLOCKING W/ APA RE FOR SPAN 7/16" OSB SEE "HIP/F BLOCKING' Z LU a_ 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. — — — — LLJI O CONTINUOUS BOTTOM CHORD `r "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04— — — )VIDE DETAIL TB01 o FO COMPLY :OMENDATIONS IATING OF o — — o IDGE DETAIL Ilk — — — — O W O — — — ULI in d O — — Q O d' 4 O d' � — — — — EQ. TOP & BOTTOM CHORD GABLE END BRACING @ —/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. O - — I ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. ----------------------------------- 4 FT. � i I 2 L-------------------------------------------------- 5 F,. 4 Ff. O i 5 Ff. 4 Ff. t----------------------------------------------- 1 1 ♦ ♦ 1 2 2 1 ♦ `, I I , I ♦♦ 1 4 FT. r------------------------ 3 3----------- ♦ 4 Ff. O O O O 4 Ff. O O ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"O.C,W/8dCOMMON NAIL O NAIL OPENING PERIMETER 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O,C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15/32" OR GREATER MEMBER IF GABLE END CDX 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 SIJRFACE 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 SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSUREI BEYOND SHEATHING SHEATHING I PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM SHEATHING 112" II I III III III II II II II I II II II I III II II II 1 II 1 11 11 11 1 III II C II I I SOLID 2x BLOCKING @ ALL w w SHEATHING N a EDGES (SEE SECTION X-X) 03 C III III11F_ IU OPENING III II I I _ 111 — jr I II II II III IU IIII IIII _ _ III II II III II II II I II II )) II II I I I w o 2x STUDS w w BEYOND. SEE PLAN o f- T1 _ —,r 1 1 II IIII I I I I IIII III) )) (( IIII II II I I 0z IIII I I II III) II II II I UJI 1 1 1--- 11 —1 1 — JI — — IL — J.L —1 Emi I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING w V Z w6X FL o- w w �wg �H-00: 14.ow Sao°n p(nmLLX F-l-2 LLI- NUJO� LL LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN 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 W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. 4LTERNATING STAGGERED V A BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE L s I TB1.3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCH EDU LES I N.T.S. I 10-1 TYP. U.N.O. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1820`ELEV B TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES " POINT UPLIFT DESIGN RATING C1 - C5, C1V - C5V, E7, E7V, E7VP, H7, H7V L/ R - 307 # or less HETA16 / PER TRUSS MFG 1810# (9) SOd x 1-1/2' C1P, E3, H3 L/ R - 246 # or less H10A/ PER TRUSS MFG 1040# (18) 10d x 1-1/2" A01 - A06, A09, A10, D02 L / R - 804 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" B02 L / R - 694 # or less HETA16 / H10A 1810# / 1040# > (9) 10d x 1-1/2 (18) 10d x 1-1/2" A11, Al2 L/ M / R 932 # or less HETA16 / H10A / HETA16 18101040# / (9) 10d x 1-1/2" (18) 10d x 1.1/2° 18 1o# (9) 10d x 1-1/2" B03 - BOS L/ M / R - 655 # or less HETA16 / HETA16 / H10A 1810#/ 1810#/ (9) 10d x 1-1/2" (9) 10d x 1-1/2" 1040# (18) 10d x 1.1/2" (9) 10d x 1-1/2", A07 L / M / M / R 715 # or I ess HETA16 / (2)MTS12 / (2)MT-S12 / 1810# / 1980#/ (28) 10d x 1-1/2" HEFA 16 1980# / 1810# (28) 10d x 1-1/2" (9) 10d x 1-1/2" (10) 10d x 1-1/2" A08 L/ M / M / R 1859 # or less (2)HETA16 / (2)HTS20 / (2)HTS20 1920#/ 2620#/ (48) 10d x 1-1/2' / (2)HETA16 2620#/ 1920# ' (48) 10d x 1-1/2" (10) 10d x 1-1/2" TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 8/27/18 L = LEFT, R = RIGHT& M = MIDDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 LO >�Nr-r-1->> r- r 1., r r I r �� - rr I Smc TA C1 C3V c5v y� G N � CO F 2 RAKE FRAME BRIG WALLS TO 10"-0" \ F N M c3V C5V � 1 A08 3/12 VLF 10'-0" CLG 3/12 VLT A07 D TII p (2) S-4 2) A06 A05 A04 A03 A02 A01 A01 3/12 VLT 10'-0" CLG A01 10'-0" CLG 3/12 VLT A01 A01 A01 A01 ODD SPACE A01 A02 A03 A04 3/12 VLT 10'-0" CLG A09 3/12 VLT A10 f 8'-0" CLG O 10'-0" G A11 ODD SPACE Al2 pno > y, C5V M B03 > 3V 10'- "CLG ti > > > > B04 w w v v 1 r-I BRIG. 8'-0" AFF w w w w'RC W KNEEWALL 10'-0" AFF 8-4-o TYP FRAMED HIP COII C1 TRUSS LAYOUT 11 B11 /81-01, CLG /C3 ti W ti W ti LJ D02 C3 Lo ('r) U U 7c) SCALE: 1/4" =1'-O" IGA SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP O FRAME TO HETA16 vd (9)10d x i HTAi 8 wl (10)10d x 1 12" OR MASONRY HETA20 w! (9)10d x 1 1/2" 1870 HTA20 wl (10)10d x 1 10 1585 1870 © FRAME TO FRAME r12.5A w/(10& NAILS 535 585 Rr7Aw/(10)81J NAILS 515 585 © FRAME TO FRAME H10A w/(18)10d x 1 12" H10h2w/(18)IOdx11/2"AT2 1015 1040 RT16Aw/(17)10d x 11/Y 8B5 1020 PLY TRUSSES 930 1080 RTI6-2wl(16)1Odx11MAT2PLY TRUSSES 936 1060 O FRAME TO MTS12 w/(14)10dx 11/2" (AT EXTERIOR MTW12 w!(14)10d x 1 1/2' (AT EXTERIOR '.. FRAME LOCATION INCLJDE (3) 12d TOENAILS) 860 990 LOCATION INCLUDE 13) 12d TOENAILS) 1005 1196 O FRAME TO MGT w/(22)1 Od NAILS AND 5&' A.T.R. It 12" 3330 MUGT15 w/128)1 Od NAILS AND 5/8" A.T.R. w/ MASONRY EMBEDMENT w! SIMPSON "SET' EPDXY 3965 12' EMBEDMENTw/SIMPSON'SET' EPDXY 3330 4495 F FRAME70IAND(2) w/(24)1Odx112"(ATEXTERIOR HTW20w/(24)10dx11/2"(AT EXTERIOR FRAMEION INCLUDE (3)12d TOENAILS 1245 1310 LOCATION INCLUDE (3)12d TOENAILS 12BS 1530 Q FRAME To d(48)1 ad x 1 1/2 (AT EXTERIOR 2490 262g (2) HTW20 w/(48)10d x 11 (AT EXTERIOR FRAMEION NCLUUE (8)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3060 TO (16)10d NAILS AND (2) 5/8" A.T.R. HUG72 W (16)10d NAILS AND (2) 5/8" A.T.R. OFRAME MASONRYMBEDMENT w/ SIMPSON "SET' 10690 w/ 12' EMBEDMENT w/ SIMPSON "SET" 7020 9790 PDXY (HGT.3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO (18)1/4" x 3"SDS WOOD SCREWS 3400 4725 US wl (12) W53 WOOD SCREWS AND MASONRY /2" x5" TITEN HD ANCHOR BOLTS (4) 3/4' x 8' WEDGE -BOLT 7100 FRAME TO TO (1) LGT2 w/ (10) 16d SINKERS Ji MASON RY & (7) 1A" x 2-114' TITEN 2 SEE NOTE#6 BELOW 1750 2030 J2 FRAME TO MASONRY / (2) LGT2 .1(32) 18d SINKERS & (14) 1/4" x 2 114" TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUG72 W (32) 16d SINKERS & (10) 3100-M 3100-M 3240-F 3770-F 114" x 3" WEDGE -BOLT 2 PLY TRUSS FRAME OR (48) 16d SINKERS FOR FRAME (EA) OR (32) 18d SINKERS FOR FRAME (EA) 3800-F 4620-F J3 FRAME TO MASONRY / (2) LGT3 W (24) 1/4" x X SDS SCREWS & (8) 3/8" 5" TITEN PLY TRUSS) g730•M 6570-M (2) LUG73 w/ (24) 1/4- x •21/2" W S25 gy80•M 7050-M x (2 5010.E 6050-F SCREWS & (4) 3/8" x 5" WS (2 PLY TRUSS) FRAME OR (52) 16d SINKERS FOR FRAME (EA) OR (gal 16d SINKERS FOR FRAME (EA) 5480-F 7710-F O BEAM70 HU410 OPT HUC410 w/ ('a) 16d & (10) 10d 002680 HD410 OPT HD4101F w/ (20)16d & (10) 10d (3#308C BEAM NAILS J#1895 NAILS U#1950 O BEAM TO HU410 OPT HUC410 w/ (18) TITEN G#4500 HD410 OPT HD4101F W (20) "4" x 3" G#335$ MASONRY 1/4" X2 3/4" & (10) 1 Od NAILS U#1800 WEDGE-BOL7&(111) 1W NAILS U#8g0 L2 BEAM TO MASONRY / lIU46 OPT HUC46 w/(6)'Od NAILS & (12)114" x 2 3/4' TITEN 0#1640 G#3000 HD460Pi HU46w/(6)10d NAILS & %1625 G#2015 (TO MAS.) U#980 U#1135 (12)114' x 2 314" TAPCONS (TO MAS.) U#1030 U#850 FRAME OR (12) 15d & (6) 1 Od (FOR FRAME) SYP-F SYP.M OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M OFRAME TO (2) HETA 16 OPT (2) HUA20 1-PLYw/ (10) 104 x 1 1/2" OR 1820 1920 1920 1920 (2) HTA16 OPT (2) HTA20 1870 MASONRY 2-PLY lad 1-PI_Y w/ (10) 1 Od 11 1/2" OR w/ (12) 2-PLY W/ (12)16d 2430 HTSM16 w/(8)10d NA1L5AND(4)1/4'k21/4" 955 1110 H7WM16 w/(8)" Od NAILS AND (4) 1/4"x73/4" 1145 1225 TO TAPCONS WEDGE -BOLT OFRAME N MASONRY OR HTSM20 OR w/(10)10d NAILS AND (4)1/4'k2 1/4" 955 1110 HTWM20w/ (10)10d NAILS AND (4) 1/4"x1 3/4" TAPCONS WEDGE -BOLT 1145 1225 ©FRAME TO H10S W (8) 8d x 1 12' NAILS AND (2) 3/8'x4" MASONRY TITAN HD 780 910 TO DT72Z W/ (9)114"x1 1/2" SDS WOOD DTB-TZ Wd (9)1/4" xt 12" WS 15 WOOD ©FRAME MASONRY SCREWS AND (1)1/2'OA.T.R.EPDXIED w/ 1835 2145 SCREWS AND (1)12'BAS.R.EPDXIED w/ 1510 1035 SIMPSON "SET"(SEE NOTE#4) SIMPSON'SET" SEE NOTE#4 TO HTTg W/ (26)16d X2 1/2"NAILS AND (1) 5/w, B HTT45 w/ (26)16d x2 117 NAILS AND (1) ®FRAME MASONRY AT.R. EPDXIED w/ 6IMPSON "SET' 4375 5000 W"O A.T.R. EPDXIED w/61MESON "SET" - 5005 (SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) TO HT74 w/ (18)16d x2 12" NAILS AND (1) 5/8" B HTT45 w/ (18)16d x2 1/2" NALS AND (1) OFRAME MASONRY AT.R. EPDXIED w/ SIMPSON "SET' 3640 4235 501"0 A.T.R. EPDXIED w/SIMPSON "SE7" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O rRAME ToFRAME H109 w/ (24) 10d x11/2" NAILS 785 910 LUGT I w/(23) 8d x11/2"NAILS 876 1045 OFRAME TO HM9KT w/ (4) 1/4"xi 1/2- SDS WOOD 760 760 RTi6M w! [B) tOdx 1 V2" NAILS & MASONRY SCREWS & (5)1k"x21!4' TAPCONS (4) 114" x 1 314"TAPCONS 1395 1395 10 VGT w/ (16)1/4"x3" SDS WOOD SCREWS & OFRAME V MASONRY 0)5/8"8 A.T.R. EPDXIED w/ SIMPSON"SET" 3665 4940 w112' MIN. EMBEDMENT TO 0 VGT w/ R2) 1/45 F SDS WOOD SCREWS OFRAME MASONRY &(2)5/8-B A.T.R. EPDXIED w/ SIMPSON 5170 7185 "SET' w/ 12" MIN. EMBEDMENT O FRAME 70 VGT w/ (16)1M"x8" SDS WOOD SCREWS & HDU4-SD82.5 w/ (10) 1/4"x2 1/2" SDS WOOD 3285 4565 MUGT15 wl (22)10d NAILS HTT45 w! {18) NAILS & FRAME SCREWS & (1) SM'9 A.LR. 1Od NAILS & A.T.R. - 4160 O FRAME TO (2) HTT5 w/ (52) 16d"x2 V2" NAILS & 4375 5090 (2) HTT45 w/ (52) 16d' K2 12- NAILS FRAME ( I ) 518' B A.T.R. (SEE NOTE #4) & (1) 518"0 A.T.R. (SEE NOTE #4) 5065 QCNPGAI (`.[INNR[9T[1R NfITGQ• 1. CONNECT ALL FLOOR TRLSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS 12d TOENAILS, w/(2) 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.NA OWN PLAN, 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#1 2"x4"TO TRUSS VERTICAL WIFE, w/ (2) ROWS OF 10d NAILS @ 3"O.C. STAGGERED. 5. MINIMUM A.T.R. EMBEDMENT: 5" EMBEDMENT FOR 12" A.T.R. 6" EMBEDMENT FOR S/B'A.T.R. S' EMBEDMENT FOR 7/8"A.T.R. OF AT STEP, DEPTH IS FROM LOWER SLAB), 6- SCAB TRUSS CHORD w/ T-0" 2x SYP W2 (MATCH CHORD LUMBER SIZE) w/ (2) ROM 10d @ 4" FROM END & 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNOON FRAVING PI AN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICE WALLS LINO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VFRTICALS FOR ALL FLOOR TRUSSES PARA11Ft. TO MASONRY WALLS SEE DETAIL F812/53.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS40F WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32' O.0 MAX. w/ (2) AT EACH CORNER. G.C, TO VERIFY LOCATION DOES NOT CONFLICTw/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR REARING WOOD WAt URFAMS w/(2)12d TONAILS MINIMAL CONNECTOR UNOON FRAMING PLAN O MINIMAL CONNECTOR UNOON 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 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 --- NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 V c H� w �° LU ® CV co 00 O aim'` o ��c LU $ -2 11) - 5 4Nu `Dom= CL w ui cn S � p24_9 0- 5,2 1- z= Q LLJ Z Z O ry (D8y�y; n .- JO 8� M RCN m III Y 0 �_ m O O I— Dp O 0=CA m F� o- o U) y T 9� WWW.FDSENG.COM ❑ ❑ ❑ N y O Z N N 0 z MO Z tD o as 6x 1VJ I/ Q z U) /7 +� Q C9 V (� "' f� W F— E (D D_ u w o .00 c o am CV O w O 00 00I 3 3 L✓ Lo � Y . 3 ..;,.. DAMS HOMES v, 1>i _ ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE U) Job Information: U. 16 �..�. a V-4" ROOF Z 0 0 N0 � O.H. TYP. mLU cn c 'I E O, L °++' m m y o r-I 0 0 ai C.M.U. OR ICE WADO LL ° " METAL DRIP EDGE + SEE TYP. WALL 2 x SUB -FASCIA 0 ro LI..I M LO L SECTION _.� ALUM FASCIA 0 1 03 L vi 2x4 P.T. FASTEN TO Model Name / Number: C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. = 1820 SECURE JCHANNEL a��i @ 12" O.C. .o Plan Issue Date: CONTINUOUS VINYL c Wednesday, March 11, 2020 KA PROJECT NUMBER: 5-0 O20-1547 G.C. SHALL VERIFY SOFFIT M�\TERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTf; y Y AND CLADDING WIND PRESSURE Sheet: Of; TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-01, N � a ROOF PLAN D 0 e5 R66AR AT TOd -IN. (') FGa 7 LINTEL BEAM: 1 COURSE LINTEL NON-SHEARWALL SEGMENT BLOCK W/ 14 5 BAR & 3000 PSI GROUT, MIN. 25"� LAP (Act 530) I I I J I I I I I I I I I 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 CONC. 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. I TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) 10d X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS 2x f OF PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/300' P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL I INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x i12 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO /1►� .A( I rxnln 6.- .. \"nr/ ul,-/ yr I__ ,/ x.-i-, MS03 1. 6.-ill\/ !�/1w I A I'_1 1/�Ar t>rTlr It N.T.S. #5 REINF. BAR 7 #5 STD. 900 HOOK SCALE 1 "=1'-0" * GRADE 40 U,N.O. 20" MIN. LAP #3 OR #4 REINFOkr.ING BAR #1 & #4 LAP SPLICE 25" MIN. LAP --#5 REINFORCING HAR #5 LAP SPLICE 36" MIN. LAP �i t -#6 REINFORCING B.^,R #6 LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/a" 12" O.C. 1 2 x6 1/4" X 24/" 12" O.C. 2 2 x 8 1/4" X 2s/a" 12" O.C. 2 NOTE' TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST w :LINTEL a (2) 2X P.T. > BUCKS W/ 1/2" O.S.B. BETWEEN I 1 FASTEN PT 2X NAILER TO MASONRY � I IF DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T_S, I LINTEL CHART W/ GRAVITY & UPLIFT LOADS FOR: 1820 B STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 113 / 1T (min.) 2 71-611 2661 171 1624 89 8F16 - 113 / 1T 3 A-1-611 6113 133 2707 81 8F16 - 1B / 1T 4 14I-011 1002 168 560 154 81716 - 113 / 1T 5 2f-1011 5163 770 3524 399 8F16 - OB / 1T 6 71-611 2661 770 1624 399 81`16 - 1B / 1T 7 4f-611 6113 770 2707 399 81`16 - 113 / 1T ON 0 :63 0 0 0 O T H -� 1-I/2' CLnAR - iRCLT ''a _ •5 RE54R A- 507-VI CI 0- -IN-F- GAv r �- PfPTtOM R�INI`PRG'NC '6✓8'AG'J.1 ( FROY7E IN AR Im e' �GOMINAL VD-H TTP'1: DESICiNkTfON r- _rJ 11711 GROI.T / J - JNrILL=) r GIIAN-I-T OF •5 R'caAR A" I 50TTOH 0;: -INTEL CAVITY SFi�a-18 r1TI Ni1-INAL J+IDT4 NONINAL HEIGHT _.__ R.---BAR ATOP MATERIALS__ 14 f'c precast lintels = 3500 psi, 2, f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry Lnits (CML:) per ASTM C90 w/ rninirrum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GROO. 6. Field rebar per 497M A615 GR40 or GR60. Prestressing strand pe"ASTN 4416 grade 270 ow relaxation. 7, 7/37 wire per ASTM A510. 8. Mortar per ASTM C970 type ra or S. GENERAL NOTES I. Provide full rnurLv head arid 'aed;aina. 2. Shore tilled lintels as required. 3. Installation Of lintel must comply with the architectural and/or strcctural crawirgs, 4. Lintels are manufactured with 5-1/2" long notches at the girds to accommodate vertictll cell reinforcing and grouting 5 All Ilmels meet or exceed L/:60 vertical deflection, except lintels 17 4" and arger w'th a nominal height JI' 8" meet or exceed L/180. 6. Rottom field added rebar to tc located at -,he bottom ofthe lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast It place concrete may be orovided in cuinposite lintel In lieu of concrete masorry units. 9. Sate load ratings based on rational des -gin analysis per ACI 318 and 40I 530 10.Lintel min. depths are called out on lirtel plan. It contractor installs a deeper lirtel than indicated on the pan, doing this increases the strength of the lintel and is approved without engi ieering letter. If a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values Dosed on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lirtels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe leads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grace 60 field rebar, 5. Additional lateral load capaci.1, can be obLained by '.he designer by Providing addional reinforced masonry above the precast lintel. 6. One 47 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The d"signer may evaluate concentrated loads from the safe load tables by calculating file maximum resisting rnorner4 and shear at d-away from the face of support. 8• For composite lintel heights not shown, use safe load from next lower neight. 9. All safe loads In units of pduldS per linear fact. PRECAST "U" LINTEL w/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE 1.1 n n ANCHORS �( (TYP.) REBAR ON BOTH SIDES OF OPENING U,N,O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS W-61• AND LARGER--\ GROUT SHALL BE FLUSH WITH TOP OF WALL 10" �STD.90 HOOK HOOK. i 0. a- a- 'A STD. 90 DEGREE ANGLE 3000 P.S.I. C'ONC. W/1 #5 DIA. REBAR 8"x8'x16" CMU U,N.G. SEE FOUNDATION SEE FOUNDATION PLAN PLAN FOR LOCATIONS IVIS01 I BLOCK WALL REINFORCEMENT I N.T.S. TYP.BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 RS.L CONC, W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) eaear�t= ��,z�a T i ....� • 4 tl M ewes _H e • Li +�r. eC� sM ''� i�y • � r 4•w v � � ' •� .� �` v i i. ` }` "" to 0 °'rdGa ti%'•'�� 4.1 q r N t4 d' L W �cw� , .. .. W r{ 00 N ti r c yiny °3$d3 00 "1 Lti U0 00 b" E'6a We r}'� 0��0�1 LL IJL. LJL 0.801 o a din 3�LL d x'L� �r C)�fort a WLo�1. COY- o 3: Z O O = I- G 0] L N W pIL��;a64 m Q a3 R 'N: 0 , 04 (V m g m Q i1 o O J O $v Z � � m W U � o 3 w o WWW.FDSENG.COM El ❑ A M P Z c*� No CD O Z M 0 Z Q N a Z Y � I - LL l t_ �I C) 0 I ` ^ 10 V)V) - W L" p m V VG. I --Um U W Op O 3E W o� 0) IoD .;__A`DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCI E Job information: O F- a C O O � e-i L0 W L r x-4 ate+ m m z rH LO F-�UCO > t0 0 U a L LJ O -) 'M M3 U) U) Model Name / Number: 1820 Plan Issue Date: Wednesday, March 11, 2020 VI KA PROJECT NUMBER: 20-1547 Sheet: S-1 Of: ALL ELEVATIONS LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) V2'x5" EACH END SEE FLOUR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X T 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ,e ''•',II y "•, I I (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a ^\y "J" �I BOLTS WASHERS SETIN FILLED CELL W/ #5 TYP. FILLED CELL '' ,, to VERTICAL MIN. 5 PER JAMB. o �' € I I C SECTIONAL - o OVERHEAD ;I N DOOR "! Q CONT. P.T. #2 — ,° WOOD SYP 2" X 6'° a. r TRIM o •'.• I �`#•r o , : "," ; .' III •'�w ; .. + • 3 jai t S ch . ' •, . I I •, . C ej I �_ dry 0 2"x6" P.T. WOOD JAMB 7 _ 4 j t}[ E r v `ti J C d N I, T '� DOOR AND CONNECTION PER i GARAGE DOOR MANUFACTURER GARAGE SLAB oC,ti tlj TYP. GARAGE DOOR 3 TRACK MOUNTING DETAIL @AI o NI o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE a U MSJ.2 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 3 'O a ro N to 00 E cj W � W in N W 00 '� �3jd ` go.-0�m *kk 07 U W O c rn W IL €�i��w LL t0 K^; of N� O b�6iw -f` ommo O rn 5i-M"88 ✓_iA N c W vpv�c.` oma -BLOWN-IN R-30 INSULATION PER FBC 0I � k; O a �-, z ° AND ENERGY FORM SUBMITTED WITH o " il, ° 1 v a a' z z o PERMIT APPLICATION PROVIDE BAFFLES °' a o BLOWN IN R 30 INSULATION PER AT EAVES (FOR VENTED ATTICS) v 8 ix m W C FBC AND ENERGY FORM SUBMITTEb 12 ' WITH PERMIT APPLICATION 12 -FIBERGLASS SHINGLES OR I Y ri ti m m a in ; d 4.NC�U "' PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) o��c� '� J e ° ❑ SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA o a o °' 2 n u h ■ Q a= . � FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING o .g o:s 3 r° I 2 N WWW.FDSENG.COM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES s .� OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ' FASTENED TO TRUSSES PER ROOF r' NAILING SCHEDULE) m o Z N o RATED STRUCTURAL SHEATHING PRE-ENG. WOOD I - -TRUSS ANCHOR (SEE PLAN) Z (SEE STRUCTURAL NOTES TRUSSES @ 24' O.0 FASTENED TO TRUSSES PER ROOF = ` -- SEE PLAN FOR _ -- - BRO. HT. s z N QQ Q `o a ? ' NAILING SCHEDULE) 1/2DRYWALL ' •` " 3 TRUSS ANCHOR SEE PLAN i i ( ) ' ; i i { I. + �r TO BE INSTALLED ON OUTSIDE FELT PAPER OR ETAL DRIP EDGE TRUSS PLATE o - � Z �' 7 - FACE 3/4" P.T. NAILER ; . j -2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS rein (3) 2x4 OR o O o v") U� ¢ CU �, •� t—•' k •:�' / — SOFFIT. SEE ARCH. 1 2" DRYWALL,� 4x4 w/ 2x4 POST UNDER EA �' '''-' '- -METAL DRIP EDGE i/Z' DRYWALL - 2X SUBFASCIA CURTAIN NAILER (I - 8 x 8 x 16 K,O. 1 x 4 P.T. @WINDOWS 101 r LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4 FOR SHEATHING NAILED w/ 8d NAILS @ 6" O.C. �, E _ o 0 ( w o °'.; urm CONNECT ALL 2x STUD 1 x 8 P.T. @ S.G.D. O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH, PLANS h h 3000 PSI CONCRETE N SEE ELEV. "U" (TYP.) ALL SIDES / oo \ O /j \ O (TYP.) FRAME FOR COR- 0 o '� �,% �r3C.. F_ U a N O '' 1/2" DRYWALL PRECAST EL H LINT40> SEE SCHEDULE '" , o ,O NERS FOR NON LOAD vo\o vv �' w O I- C 0 U i 49 SEE PLAN FOR HEADER SIZE N BEARING SIDES NAILED / �� b o - 00 oo ao w/ 16d NAILS @ 8" O.C. ° U Volo OO ♦o °i� c � o `. '`t 0) o r ,,z,' OPTION: 15/32" OSB EXPOSURE 1 ON 1/2' x 8" J-BOLTS MAXIMUM OF (3) - 2X PLATES MAY BE /- O.H. EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED (TYP.)4 COURSE HIGH A.F.F. DAMS HOME'S ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ' SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC H �° PLY ATTACHED W 2 ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4' / () �' TYP. � w 4 VERTICAL RENF w ( ) " STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8 O.C. NOTE: 44" MAX. SILL HGT. ON r -FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. HOOKS INTO FTG & AT TOP ° FLORIDA CONTRACTORS LICENSE NO- CRC1330146 � REBAR W/ 3000 PSI N CONC. ALL LOCATIONS OF COLUMN PLAN AI —Al �, 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN N & FLOOR PLANS a DIVISION LOCATION: LOCATION OF OPENINGS IN u EXTERIOR WOOD WALLS. IF NO µ SIMPSON LSTA30 SEE FLOOR PLAN ~ PORT ST. LUCI E FULL jD, � ,° FOR BEAM SPEC. w/11-10d TO BEAM ° z VI Job Information: SOTUDS ARE REQUIRED). & TO FRAME BELOW j0 V) NOTE: 44" MAX. SILL HGT. ON x ALL BEDROOM WINDOWS, r rl -VINYL FRAMED WINDOW �; W/ SCREEN a WINDOW STOOL CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS '� H -PRECAST CONC SILL ' ^ ° ' o I I N N C-926-98A PAPER BACKED FOIL R-4.1 H 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL LA PER FBC AND ENERGY FORM ' a MORE INFORMATION SEE TB13 1/2" DRYWALL ON SHEET 6 ! -EXTERIOR FINISH - SUBMITTED WITH PERMIT (SEE ELEVATIONS) APPLICATION ' @ Z o FOR NAILING INFORMATION FOR a 0`') � R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE - FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING i x 4 P.T. 17" IN CONCRETE - 25" = F LO 0 0�j ;� 0 m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 TO COLUMN E ° > 0) +' M eH QD (0 MIN. 6" FROM END SEE W507 WOOD BASE ON FOUNDATION PLAN I OR 4x4 POST w/ 2x4 UNDER POST N o ■ ■ i . a� WOOD BASE SEE FOUNDATION PLAN FOR TERMITE SHIELD i SEE FOUNDATION PLAN FOR ° I EACH END OF BEAM I ° m Z 00 (■,� m FOR SLAB INFORMATION TOP OF SLAB e SLAB INFORMATION T B OP OF SLAB ° NOTE' �° 2 X 4 P.T. PLATE % `` o o LO � � BOTTOM STRAPS MUST BE �: �, INSTALLED ON INSIDE OF '� a) Model Name / Number: y 7) �;_ GRADE �l �L T r , 1 _ GRADE COLUMN. DO NOT BEND -'-'' r v >`:.. o m - 'T as u_ O ?!, STRAPS UNDER PLATE. •y� a� �a 1820 �1I ) „--I CLEAN TI , 3 � ' PLACE STRAPS IN FILL d o <n ,• °' �� i (� � o COMPACTED Ti, r I ,� d SEE PLAN FOR I - RE BAR QUANTITIES LI �; ,. CELLS w/#5 REBAR r (TYP.)4 COURSE HIGH CMU o BASE o Plan Issue Date: FILL_ 11 FILLED w/ CONC -SEE PLAN FOR N �� -- , •,I, °, . , • d SIZE. TOP OF COLUMN BASE Wednesday, March 11, 2020 EE FOUNDATION PLAN 16" FTG REQUIREMENTS SEE PLAN SEE FOUNDATION 2'-0" AFF KA PROJECT NUMBER: FOR PLAN °,• ° Y 20-1547 NOT9: DETAIL CD21 / S-2 MAY BE SUEWTUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE o Sheet: Of: ®� CD22 ENTRY CMU COLUMN BASE w FRAME ABOVE / N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'0" WS01 TYPICAL WALL SECTION — 8" CMU 3/4"=1'0° �`0 a TYPICAL FRAMING _ __ DETAILS ZlIff,em- , :n ro Io ;D 1v Llw a Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) 13) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE .10 EACH DE FACE) COMMON WIRE NAILS =EINTO EACH DE FACE) 0031/2")OR EQUAL (DO162% L3-2" OR EQUAL )D CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG 1NADJACENT OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3,PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • • : • FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS : REINFORCEMEI iT REQUIRED) F.F. OVERHANG ' •�' • •�' � �' ' ' •� •� ' FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO RR=PAIR REQ'D. u SEE GE05 FOR STANDARD GABLE END I 1 FRAMING I � + +I = I+ +I _Ic 2X TOP PLATE TO I GABLE END W/ 16d NAILS @ 6" O.C. �h I y++ +1--- �+ +I 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 31, O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 48n 7/16" MIN. NAILED W/ 8d MAN, COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION Z PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE o THAN 50% OF TOP ROWS 12d o 3 PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z J w/ (12) 16d NAILS TYP. TOP & BOTT. _ + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL XIS FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— /16" O.S.B. A. SIDE K BLK'G. O.S.B. V2-8d A. END EDGE VIEW SP4 AT (3) 16d JCOMMON 24" O.C. NAILS(TYP) _T SEE PLAN FOR WLL HGT. -rat��rctlKk M M MN�� NWA� I= _4 1 �, • • • . • ' '.`III 7 - ► T'I WINDOW OR DOOR OPN'G rCMU OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4" = 1' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP lod NAILS @ 8" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE +>sz��lltil��11,7;a SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING CLIP EACH TRUSS ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING; STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION I 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ; STUD TO SOT PLATE: SIMPSON SP4 1 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL INF21. KNEEWALL @ ENTRY FRONT WALL 3/4" = 1' SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SECTION A -A SIMPSON HUC410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN EE ROOF PLAN )R BEAM SIZE & ONNECTION INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN 000 I , I 1 1 I I I � I I I I I ' I 1 I -; OPTION B SCALE: 11/2" - 1'-O" A A SEE PLAN FOR TOP OF BEAM 0. 0 SEE FOUNDATION PLAN FOR MORE INFO WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA2Vs w/(12)-16d EA. TO COL, ALT., (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL NEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2"x4" TOP PLATE "x4" STUDS @ 16" O/C i—CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS `—UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4" = 1'-0" •�A 9Rq�� •,+"off Tc;p - N O CC (a � tW U e „ ria N Ids '4 00 `j m = §3m �, Qorl�� LO 00 OD *J * *>; v 0 § , A 51 0/� mrn5� LL u- U! C I" Um �, m y t■vrl '- N L''' N LL�+ Q'� Lw a d �S"a5 J Z=vBiga z O gm- rr_ °0' W� °'% W R-- O 0 O m m �a3r �a m < d D 0 0" 5aLn o£ wo11011 t WWW.FDSENG.COM VI co o 04 Z Q .2 c J 2 � LL zo W Y CL oLL' o (D0- � c U 2 04 L w 00 to, ~ 28 01z N > C Q i A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O FL z O 0 vp LC) W O a cm Is I O +, ca m c ri LO ■ ■ F-�Um006: . 0 9 c J OD U) 0 VI Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, March 11, 2020 ♦ KA PROJECT NUMBER: 20-1547 Sheet: S-3 �O` MS18 RETROFIT WALL OVERHANG DETAIL. WF39 TRANSOM DETAIL AT ENTRY 1/2" 11'-0" WFO9 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S.- TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 450 ' --MINIMUM 2"x4" ' ' CROSS BRACING (SEE PLAN FOR ' LOCATION) 1 BLOCKING '% O 1 I 1 • m 1 • co O cn ' ' (3) 12d 1 , C 6 PER JOINT All CONTINUOUS LATERAL BRACING- ` , N NAIL OVER X-BRACE AS SHOWN- ' INSTALL BLKG. AT TRUSS WEBS 0 CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB to d Q G .O+ c 3 TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T1302 FPICAL CROSS BRACING DETAIL N.T.S. 4 PROVIDE 2X4 MIN. BLOCKING AT 1 sc Tcop, CENTER LINE OF HIP/RIDGE, TYP. 3 �,' -, 1pr BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP ea `�.,� `� ✓ � �. `#.� ACV CHORD A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING 3 WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP µ q TRUCTURAL - - - - - - PACE t $ M G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ' -� y TOP CHORD WHEN REQ'D NAIL TO TOP CHORD' TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ c RUSSE SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. 00, MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) 2 m m ROOF (2) 12D NAILS AT 1 SHEATHING SEE PLAN MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR *SPACED AT 10'-0" MAX SYP TRUSS BRACING o c m E ffi o ro T j w P_ N w U � 2X4 BLOCKING HIP TRUSS 8 BETWEEN TRUSSES d5 - (/.�� J/.�� SECT- Q 0�7 BSi ._ S W � G NIL, •� � V� "Q�gait as ^ �� M .$4 0 a o TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP} N.T.S. y �g �ti a U N .0 0 f' 8� Q o� � 0 D 2 !my U H J Was WWW.FUSENG.COM 000 z o p�p cn O TRUSS NOTES: TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 t Z z M 10 _j o 1. WOOD ��liiir✓✓�CL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 3 c a z TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT o Ln o EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. _ (DM 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BIN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL A wE w F- LATERAL BRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DEPTH EXCEEDS STANDARD HEEL HEIGHT. E °' �•�, w o DuNi Ln a 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSB SEE TYP. TRUSS BLOCKING DETAILS � V) � c M i SHEATHING 4.0' y w O CV O i I� 3 TO 4 TRUSS C^0 N = x4 AS SHOWN o U O ALTERNATE TRUSS SPACES DIRECTION 'n 2 tc) Y C O o = vi Q O w Olt 0 RUS 3 �� MS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE W/ (4) 12d TOP &BOTTOM OR H5 TRUSS (2)-1 NAILS N OR HCLR/LL IN PLACE OF (4) 10D SECTION TO EA TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0"E B B°-, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN '---DOUBLE TOP DouBLE PRE•ENG. TRUSS PLATE TOP PLATE SECTION B-B SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS GULFBREEZE FLORIDA 32563 r 2XSTUDWALL VARIES W/ ROOF a)DIVISION LOCATION: SLOPE SEE PLAN F- PORT ST. LUCIE CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ \ / / \ BLOCKING / 2X4 SPF BL m Job Information: L (4) 12d WHEN IT LANDS NEXT TO WHENIT TRUSS SPF 48' O.C. W/ (4) 12d \ \ BETWEEN TRUSSES \ 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d B REQUIRED w/ (2) M7812-S REQUIRED @ RAFTERS GREATER THAN 8'-0" \ \ 2x4 SPF BRACE COLLAR TIE \ @ 48" O.C. - NAIL w/(4) / \ \ ` o EVERY d 12d AT EACH END & \ t04 o SHEATHIN RAFTER \ ALTERNATE DIRECTION \ \ u O 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ 0 _ LL _ Q. TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY s o p O `H B TB 2X4 SPF W/ (2) #7X3 i/2" TRUSSES $ C O ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN = 0 N 0) d' BLOCKING / / i r_ M PRE-ENG. TRUSS \ E > CO O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / \ \ / / ton CID m j NH Ln o v ■ ■ ■ ■ ■ ■ ■ ■ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / w I— U CO oo B 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ \ \ / / c O J W M p TRUSSES W/ (2)-12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM EACH END AT 8 -0" MAX TRUSS 2x6 RAFTERS @ 2'-O"O.C. . 2'-0" ON CENTER \ \ / / \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES O vi r /� ' ^ LO u' J v J v J MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM Y @ 2411 O.C. MAX.W/ Model Name /Number: WALL BELOW \ / \ (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-O" O.C. MAX W / (3) 10D / , ° ,\ (3)12d EA. END (TYP.) SEE PLAN v 1820 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AJ STEEL OR WOOD CONT. AT STEEL OR WOOD ui o T & B CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING SPACE 1/2 Wednesday, March 11, 2020 @RAISED HEEL DETAIL DETAIL @INTERIOR BEARING SEE PLAN FOR MORE SHEATHING KA PROJECT NUMBER: 20-1547 INFORMATION 2x4 S.Y.P. a Sheet: SA @ 16" O.C. � 00 TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. 4 � ROOF FRAMING Q 0 AND BRACING DETAILS THERMA-TRUINSTALLATION 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. A" fin • SPACI EVENI 6" 6" 6 6" 6" SINGLE DOOR E n )AC /EN "6 SINGLE DOOR W SIDELITE r'y, 61, 3„ v n 3„ y, 3" 37 1 I I I - I l l I " f 3„ [;3" „ „ w7 n i 61 n , DOUBLE DOOR W/ SIDELITES V J >PAC E :VEN LY ;n 6 I, SINGLE DOOR W/ SIDELITES n„ fin rn, J V " 6 6, 3, DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 t� 00 Z I all oily°I 0 z 16 ` �° 16" MIN. DIAMETER -1 ! _N y CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. 3n SPACE 7VENLY 8" 8„ 8. all 81, RV�e----------------------------------- .......... SEALANT LI NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Dee', Linevalleybycentering `0oal@a�es 36" wide ertainiaed Win erGuarp e7d/� dbss�d Q aterproofing S Ingle eas��iljd//e y' nderle ment or rl nay She qulval nt dlr to ? �Se U\1de e E ,"P k Oouh CP Goucg ` , . 5 Atr 3<� Coors � /r Rake V 1SILGo Metal o not nail within 6" of ` Drlp Embed each shingle Edge 12g" 22 valley centerline in a 2" wide strip of asphalt raging cement. 5" 2a � Cut 2" , ., Iw. 3F I diagonal off uPP� Save 7" 1 r corer ofytr mmed' , pieces to use , In 5thtaurt¢ 7" Extend the shingles ; a rake and � eaves eaves about 1/2" '' f drip edge is Cut shingles 2 used, or about 3/4" back from if no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY XTURED, PAINTED BEHIND FLASHING LOCATIONS) rEXTER.WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE •' x 6" H GALV. VERTICAL RISE GF FLASHING VERTICAL WALLLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF LVTI RASNINGIco NES FLASHING DETAILS 6" HORM NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW X 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 WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT : BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS L\lk\ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY o' JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/20 MIN. EMBEDmENT WOOD i EDDISTANCE GE , Ni!M � TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHLM SPACE W R9052.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM Or 31" (76c1r). EAVE DRIP EDGES SHALL EXTEND W11 BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n DRIP EDGE AT EAVES SHALT. BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE LNDFRLAYMENT. IF INSTAI.LFD OVER THE UNDERLAYMENT THERE SHALL BE A MINIMUM 4h W''.DTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121r, ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 !S 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4INCHES ON CENTER Maximum Fastener Spedmg (lambs, Head and Sill) r i Wall Framing; #2 Spruce/Pine/Fir Or 8 Silicone #10 z 1.112" Screw Minimum Penetration 1-3/B' Gross Se0on V iew Minimum .A 112" Silicone Exterior Sheathing nitre: we sowngryrhecommeno me use ormsning end/or flashing Was and sl pans As satedin ASTM E2112-01. However, due to ver/at/on In odes and bullding type&, it /s /dt up to the and user to determine the proper lnatal/aHon olthese Items r lore ins jf1q your nd.+u, Lhe bubble wrap may ba pee4ed back For inspection, bw p.ex'se re -snot, tfie wrap to wcxecZzhe Llo..'ks€ronx <.a.a,es and c er daTame i ltllsw 5'v he is cnimplare. Step I Measure to be sure the opening is 3/8" to 1/2" larger than the window size both verboaily and horizontally. ' You may wish to predrill the installation toles in the fin at this time. Me holes lm the !Lge fln as &W are not l@MW#y jp3oad cvI Step 2 Apply a generous bead of silicone to the backside of the mounthg fin. Use enough sakone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 insert the window into the opening from the outside. The window Is labeled "inside" and'Outlde", but If these labels have been removed, the 9W Ing bead should always be to the Inside of the building. Step 4 Install shims under the sill, adjusting then until the uae is plumb in the NOerang. Shims should be installed under the sill every 2 feet. The window should be basically centered in the with no more than,l/4" between the window and wall framing. 5 Install a *10 x 1-12" screw 4" from the comer of the fin at each end of the head, sill and both jambs, Step 6 Install the remaining fasteners In 8" increments from the comer screws to the center of each frame member. Use care not to over- tghten the screws and pull them through the fm. Also, make slue the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 Spruce/Pkhe/Fir. Fasces should be #10 screws of sufficient length to achieve 1.3/811 lion into the wall and no less than 1/2' from edge of framin g. Faster quantities needed in each side of frame to.acheve 8" spoof WrAft of Frarm Member IV I1s^ 26" 34" 42" SO" Sr 68" 74- 1 82" 1 98" gg" Number of Fasteners 2 1 3 4 1 5 1 8 7 8 1 9 10 11 1 12 13 Step 7 Reprove excess slicone Nueeze our from around the fin and Inspea for holes or voids. Use silicone to fsl any voids. Step 8 If desired, a foam insulation can be applied to the inWW gap between the window and wall framing. If applied, drat must be the NON EXPANDING 7YPE Ft7AN. Step 9 Since these windows are typically used In rooms with high moisture, le; bathrooms, it is recommended that the Interior gap between the window and wall framing also be sealed with silicone and tooled so as not to Interfere With the installation of wallboard, file or trim. Step 10 Once at construction Is complete, remove the bubble wrap from the Inside and outride of the window. If necessary, dean the becks with a mild deter nt and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/811 MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florlde Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -ridge vent" I" FROM EDGE AND 4" D.C. TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC #30 ASPHA TSATURAT D ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH t (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/ 32.0 CLOPAY 73W6 g x 7 F1 15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP &BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERM& TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOOR OLUS BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. 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 IY211 LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. Windows: 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 12-A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 6/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 FL 18504.1 Horizontal MINIMUM FI 15804.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/ 50.0 S BLOCK B25 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN, 11Fr" 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 1 1/2" NAILS 101, O.C. IN FL16503.4 R-3 Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ 1st Choice 46 PSF ExT/ Galvanized FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 1.21/z" O.C. BOTTOM 1/a"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have �ipproved 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: FI. # 87864 . q / C0V N /I' ( io " 1 °g W W (000 04w dl"i C g_+ 2IN a,,1i (i LJi (D 0z,� d`y O ycm,- ci -o �=1! Q W d � �ciif rL a� Q w III �$. +ea rn aC:MW do)�la �'T g� (-"' y0 � z O fin = � � � O a, H- `1 ggg.�nm WmE^.s a0 m g'C • ONao W a Q m� U Qtn IL g u §'9 A W o WWW.rDSrNr.com ❑ ❑ ❑ o a� Z N ch "' ro o T) z 10 z a 3 �0- CL ✓ / 0 � z o a U to I"-+ u, I`- + D-u oEO V)C m c V) _ ro I— w U2 N ti � 00 �i o — S o00D _ 0� C Y I j y Q Q1 O C DAMS HOMES c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a F DIVISION LOCATION: PORT ST. LUCIE 2 Job Information: fn o �yi " L,j� N CM O co :a o LLro iZ O a FC) TH mLLI N C a� m to C0 .. • • • • to a� — 0 J LUto M o Model Name / Number: 1820 w oPlan Issue Date: a Wednesday, March 11, 2020 KA PROJECT NUMBER: Y 20-1547 � Sheet: Of; S-5 T MATERIAL U REFERENCE INFO (PSL) u MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING ., TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS /- WEATHER DOOR ROUGH OPENING TO BE USED, R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior % RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as BARRIER `r ' �' EXTERIOR WOOD FRAME CONSTR. SLOPE a material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE • SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3�4"•1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF ADHERED FLASHING covering from further Intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, F F�w"n, WALL BY 6 IN. , UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHINGMA PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR `CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS �( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) requirements of the exterior wall envelope as described in Section R703.1. WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1, Cut, fold up & temporarily secure weather barrier header to allow for flashing installation RIM JOIST Refer to the number marked as ® in each detail that Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous flashing resistive above corresponds to the plane and any (installed in accordance with Section R703.4) intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape ( 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 and Is separated from the by Intervening, 2 2 2 O 3. Self -adhered flashing can be substituted for building paper paper stucco an substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTs W P SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W PO 3 layer) embedded in the adhesive lay for ease of installation and to minimize ' scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingWfashion in a manner to prevent entry of water into the wall cavity y or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA W, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING - RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING E 314"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit i. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the REFER TO TECHNICAL UP JAMB 6"USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) g. tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL COMPATIBILITY SCORED $. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: � RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the SELF ADHERED SELF -ADHERED FLASHING, �'�e • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSHOWN) ADHESIVE AS sllowN> or panat he sillwate to xterior window tru lan finshing shall ° BOTTOM OF flashingons door openings. be sealedsloped such a mannernstalled as to direct the surface of the THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall 2 a ° ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF-ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. SELF -ADHERED O t 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V 2 z SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both NAILING FLANGE sides under stucco copings. I DO NOT FLASH OVER 1 2 O SEAL TOPS OF JOISTS UNDER DECKING 4 Ej 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING $ FLANGE (SEE DETAIL WP07) 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING HALF ROUND WINDOW /� W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W P 0 5 SELF -ADHERED FLASHING W P06 6. At wall and roof Intersections. INSIDE CORNER 7. At built-in gutters. SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 2 7/8" Cement Plaster Y• in accordanc a Cement Plaster with in accordance with SELF -ADHERED �P ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal lathe in accordance Felt backed metal :. lathe in accordance SELF -ADHERED FLASHING 1. with ASTMC1063 V DECK PROTECTOR�• with ASTMC1063 Building Paper . . Building Paper DOUBLE �Nr �,M: �x 7/16" O.S.B. sheathing . ,' '/ 7/16" O.S.B. , sheathing ' ' ' 'KA SINGLE t ti JOIST 1 E JOIST SELF -ADHERED FLASHING" SELF -ADHERED FLASHING 1 5 "-�� r + �' , Metal ' Flashing. Keep top edge of wee screed P 2" below top of _r� 3" MIN 2 '� 3 1 /2" Unperforated block - Flange 7/8" Weep Screed ' • . Vulcum . � cauk bottom 5 . . joint only Maintain . Bottom of Metal Flashing SELF -ADHERED FLASHING 1H0.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER WP 08 APPLY LIQUID FLASHING TO THE MASONRY OPENING HEAD JAMB SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed 1A1/2" to 2" 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish °o•• °•o° All inside and EXTERIOR WINDOW UNIT ��_ •.•' •°• •. outside corner will • °••• need to be miter CEMT. FIN. •', cut and caulked all BUILDING PAPER SLOPE 0.3 in: 12.0 in SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) in accordance with ASTMC926 over wood 2nd floor ••.• •. butt joints need to '•°• •0•' becaulked using • •• •• ' 9 '•. Vulcum caulk for all (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING "`-`-- WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish WIRE LATH Block 2 1/2" Perforated BUILDING PAPER BUILDING PAPER °' •°• Flange 1/2" Weep •••'°•o• Screed ..'Cement • 'Plaster : •'.. over block EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor 2 2 OPTIONAL DETAIL 3 3 ONote: SELF -ADHERED FLASHING W P 1 2 The building paper and metal lath must be im talled over the top of WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WPM SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL WP 11 CEMT. FINISH PARAPET WALL the weep screed. 'c %%NN -.1 o �• �• O L s N tt r rl ra •,y • r 1 S� �' t '- � L � N CN y • m CN (0 W Lo gc W N ,n oD ' l kW 5� H. F . C O f0 N tl � tyi C'4 li LJL LPL m $n� t''• In 7 A uO'cN o W 4 rM N W O LU rnE 2 =qQa a- 3 Z ac 2, g'sm a-2 I",P 000 E M *1 0 Q �BF�z c�'dmm 2'��m 2+a■i.c Q O H s ; c WWW,FDSENG.COM ❑ ❑ ❑ Z N O Z Co 10 Z 0 6 //[jj//��i��■��///aj'jj Q Q E i �� II J � td'1 (Zrj Nw�.r E'�. o t..7 E - ai E 0 w o UO& U LE w 000 U I rn o uo Qia'1 ? h\� sgl%AUG► i.itAULr&► FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 1..1� O _ a E VJ W i a C LO m m z rl Lsi M a Q_IWZD m o _J m (n (1) LO IVI Model Name / Number: ♦ Plan Issue Date: Wednesday, March 11, 2020 KA PROJECT NUMBER: 20-1547 Sheet: WP Of: WATER PROOF DETAILS t w 41!_•. 5" bath duct to roof cap w,/70 cfm fan '5 SH EGRESS OftER'S DEDROGM VAULTED CEILING 14x8 1 wed 230 G W 16x16 ra4 N U 81 410, x4 1 cd 5 Cq fi 1 O x6 l wcd x%? 40 5»no OWNER Q < J �� IZA Z VAULTED CLG, w~ wa �p =w CO cn I 1 —� 4" dryer duct to roof cap G? w%dryer vent box J VERIFY, I (CATION LDER 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 14x8 1wcd 170 vAULTED CLG. W.H- 1 8" h1T[;N N CAST D LANAI VAULT CEILING 25 SH 6' - 8" in EGRESS 0' 1 DBL 25 6x16 rag BEDROOM2 VAULTED CEiL NG m' i 125 12 12 rag 14x8 1 wcd i1 2668 '�■ U, 8' CLG. _ 1R;1SH 10 " - I 'ATH 1414 rag' _ 8 x 1 wcd FAMILY ROOM } 10' cE111NG 148 1 wed 16 8" 1 0x1 0 rage _ B DR.J0M J 10x6 lwcd 80 REFRIG _ ° LG Q 4 _1 c 45 za88.y 4' STEP DN PULL DN. STAIRS 22 1 /2" x 54» 2 CAR GARAGE 8' CEILING 20'-0" LINE OF GARAGE DOOR G. T. / 16 x ? OVERHEAD DOOR 24x17fb 7" 12x12 rag FOYER 10' CEILING w/(2) 12" S.L. L 1R/1SH DININS _ROOM_ VAULTED CEILING 12x6 1wcd 185 713 1"2x12 rag DEN/ BEDROOM ~— 12x6 1 wed 140 EGRESS ENTRY� 10' CEILINGS M3A ELEV.V.\ „B„ & „, M I■ Ln N N T U0 N J G7 0 3.0 TON W/5KW @240V 1 PH 18x13 plen scale :1 f4"=1'0" platform by bldr 5" bath duct to roof cap w/70 cfm fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED / 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. AREA I,,AL_IC'JLAT ION S EXCEPTIONS 1-3 1st FLOOR � 1820 S.F. FLOORPLAN TOTAL LIVING (AC) 1820 S.F. SCALE: 1/4" =V-0" GARAGE 396 S.F. ALL ELEVATIONS COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. — Rating <1 0 u � 0 � s S W C/) Z W 0 O Lf) C/) W Q —j m 3: i C) O O Q N G\ Z i N m W •• •• > Z 0 z � LLJ J � Q � a O Q � m CL J (/) C) 0 Must have a minimum clearance of A- inches around the air handler per the State Energy code. All duct has an r=6 insulation value.