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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO. TITLE BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1.. ALL CONCRETE. SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE" EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4.. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR'.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 15 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 - (AC131814) 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 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) ' 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE: NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPUED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BYTEM RARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M805 ON LINTEL PLAN PAGE. 7. HIGH STRENGTHS FIRST SET EPDXY -TIE ANCHORING A HORD WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY THEY MUST FIRST CONTACT THE ENGINEER OF RORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON W S PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD. DESIGN SPECIFICATION 2012 EDITION - AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1• CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. TH DRAWINGS AND WITHLTHEO ERK QU REMENT OFALLATHE FOLLOWING WHEREAIPPUCAEILEIN ACCORDANCE: EXTERIOR COVERING MASONRY WALL'CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES M) LOCAL STATE AND FEDERAL BODIES R703.71. EXTERIOR PLASTER. OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE INSTALLATION PROVISIONS OF THIS CODE. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI if = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27612A, 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A! MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT i LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS Fx %NDED METAL OR OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.D. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. . OR 10FT, 5. GRADE EVER U.N.O. VERTICAL REINFORCEMENT SHALL D FIELD IN POSITION AT THE TOP AND BOTTOM AND AT -MAXIMUM SPACING OF FACE. WHICH EVERTS LESS. REINFORCING SHALL BE PLACED IN THE CENTER A THE MASONRY CELL WITH EMIN NOTED CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS03 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/0 CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL/180 LL/360 LL/360 T 240 L/ TL/120 TL/240 TL/240 COMMMENTS WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG a t GAGE NAILS HAVING A 7/16" HEAD OR 7/B" LONG +6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC R703.7.11, 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 1-JOIST*** LL/480 TL/240 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SH(iALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOft (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 *TL MAX 2" UP TO 4OFT SPAN ** TL MAX 3/4" *•* TL MAX 1/2" GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER CO IS TO BE APPLIED OVER C (STUCCO) ) WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 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. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL: FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOt DRY USE ONLY (MOISTURE CONTENT.19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION TOP CHORD DL 7 - 7 15 25 BOTTOM CHORD L L* BOTTOM CHORD LL 0 10 O 10 0 10 0 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLETASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OFT) ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS.. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME NSTLRL CTIOROOF 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. 9 LAN NOTE FORHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING • AT INTERSECTIONS • AT BUILT-IN GUTTERS, RSEE OOFPLYWOOD CC/GDLEROOF, EXTERIOR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL. FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS 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 1 +/ 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 :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 1-) 28.8 (-) 34.4 s 50 (+) 24.8 (+) 24.8 a '� (•) 27.1 (-) 31.1 I g } O O Y (+p 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-0" x T-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY. 1.87 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 IS140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN .-- 0TH 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT a S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS 0 S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC yet>`set T� •<,,<;v�,e § w C * : CIF m LI M E ..O •. P 2. ,. d C± e n • d ry J d LO :. � 4 k sg c r19B ila1� N $ to c 5 P v ti $ LD 0 ffi" JL g 0 N 00 E a`ro "c`"F f `Qi m ao €i 01 a$Ja U PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSn SEE FLOOR PLAN FOR ACTUAL PRESSURES BOTTOM CHORD DL 5 (PSF) a . 1 1Q�s w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELYIFASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER A'= as a PREFABSTRUCTRICATED AL PLANTEDW SPECIAL FLOOR LOADING - u ZWyry° .ir 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OFTFfE "NATIONAL DESIGN SPECIFICATION FOR STRESS O -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL. FOREST PRODUCTS ASSOCIATION. Y w g W m ro m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAMEROOM 60 pSF). COMMMENTS: WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) a e 9 Z � a Q a 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PSF) °' $§ 2 of a p 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY o . a 0 THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) 3 eg f,.s LIBRARIES y S a w,xv.rosaus.;M ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. L+ �» STACK ROOMS 1,(PSF) 50 (P SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, m Z t- AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF)- M S Z g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 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 o I SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) - 5 w STAIRS 1 40 (PSF) f3 °- UPLIFT CONNECTORS FOOT NOTES Z $ Ilia 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG v) (D < I<rii� TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. $ Q) ;, -g NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w w Ft MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 'v .- E -� - Ow° ry FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: a n 1. MISSED "J" BOLTS FOR WOOD w BEARING EA G WALLS MAY BE SUBSTITUTED WITH 1/2^ DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON -SET- EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these �-- w o` o ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licenseda$I PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to _ 2 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REPAIR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevem error. The Builder and all subcontractors are required to , LJ A �o• w a THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to = a o n�o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Desfgner/Engineer are not ,n "T',- PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY m _ BEAM POUR. responsible for any plan errors, omissions,or misinterpretations =_ 3. FOR DURIMORTAR NG DOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. CONTROL OF CONSTRUCTION SITE: undetected and hot reported to the Designer / Engineer prior toM ppM$ I"rki g construction. All Construction MUST be in accordance to the 6 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 Information found in these documents. Any questions regarding the 8 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2iA" TfFENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE , MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE .information found in these plans should be directed to our Quality .w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TfTENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972,0491 immediately. No backcharges v PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJEwill be considered for reimbursement by the Designer/Engineer as 3000 GULFBREEZE PARKWAY CT, oR AFTER 6GULFBREEZE, FLORIDA 32563 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 g MISSED, CONTACT THE FOR FOR SUBSTITUTION. Deslgner/Engineer. Payments will be made In accordance to the c terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. z PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. g ♦ Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2MASTER REVISIONS M n N DATE DESCRIPTION w O CAA rL Im - 1417-2012 Changes per field meeting on 1011-2012 in Daytona a DAMS HOMES zin ° N Of Northwest Florida® LI**I E m 1 / G7 Z I-`SUmLO Q_3ED �cm"ST. LUCIE COUNTY 9t)I DING D VISION e J m � (1) REVIEWED FOR CO A CE ♦ Model Name / Number: 000 GULFBREc G PARKWAY GULFBREEZE, FLORMA 3256 DATIEWEGBv S � 9 PLANS AND PERM I UST 1512 SITE OR NO INSPECTION(S) WILL BE MADE VI Plan Issue Date: a Friday, May 22, 2020 v ♦ KA PROJECT NUMBER: MODEL 3,512v Y 20-3505 T Sheet: Of: N p�n U (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF, GRADE SEE PLAN CO y' r Z_ ) N 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN f_R. #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION I OPTIONAL CURB FOR F.F. VARIES MASONRY 0 ELEV. 0'-0"- - — W/ (1) - #5 BAR CONT., ' ". • " I REINF. Of (21# 5 RE SEE PLAN ;� _ BAR 1/2" =1'-0" h FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE I 1/2 =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. ( GAR.. FIN. FLIT. *- ) ALIGN DRIVE W/ BOTTOM OF 2 STORY: 20" X 20" RECESS & PITCH DRIVE N 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0' 2x BRG. WALL 2 STORY: 20IF " X 2.0" (SEE FLOOR PLAN W 3)- #5 CONT. FOR MORE INFORMATION) , SEE PLAN EE PLAN •Ir. a 8 4" 245 REBAR 411 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/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RBERMESH/FIBERMIXADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED POP TERMITES. 20" X 20" 3 • 1 INDICATES FILLED CELL W/3000PSI CONC. FROM FTR. TO i CONIT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O.TYPICAL ABV. SLAB. HOOKED FrC DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CO SULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATON 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 9596OF 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 20o0PSF. MARK SIZE DEPTH I REINFORCING FI.O 1'-0" X CONT. F2A 2'-0" X 2'-0" V-01. 3 05 E.W. DOT. T200 1i 2'-6"X 2`8" 1'•0" 3.#5 E.W. DOT. 11000 F3.0 3'-0^ X 3'.0" 11-0" 4 #5 E•W. DOT. 158DO - 1 D F33.6 3'-B" X 3'-6" 1'-0" 4 05 E.W. SOT. 21500 F4 0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. SOT. Y8000 F4.5 4'-B" X 4'-6" 1'-4" 5 #5 E.W. BOT. 3ge00 FS.p 5'-0" X 5'-0' 1-0 ' " 6 #5 E.W. DOT, 42500 FS.O ""X"' V--4" 7 #5 E.W. DOT. 61500 j FM11 I STEP DOWN BRG. 11/2'=i'-o" FM12 STEP DOWN NON BRIG. 1/2"=i'-W OPTIONAL CURB SLOPED GROUT SEE PLAN'77, OR MASONRY AT TO DRAIN 4"x 4"x 16" s dw SEE PLAN ELEV. 0'-0" WITH CURB o y TYP. SEC. (1) #5 BAR CONT.� ` IG.C. VERIFY) 20 II II Z F.F. REINF. r ' 4 • . (SEE PLAN) d 2 45 CONT. INSTALL LINING `� * '• •.. ° 2 #5 BENT BARS Qu MATERIALS PER N MIN. 25" LAP SPLICIC E FBC•R P2709 2 ° MUDDED FLIT. MIN. SLOPED TO DRAIN 95 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-o° FM18 TYP. STEP FTG. DETAIL 1/2' V-O' ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER T-- BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 45 X 25" X 25" b CORNER BAR ONE N •E FOR EA. HORIZ. iN , REBAR, TYP. U.N.O.:•: _ 2) #5 REBAR 16" A/C CHASE 2 STORY: 20;" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. `. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d i STORY d 2 STORY If l STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" W 10" 16" 20" W/ (2) #5 BARS <674# 61,8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) 95 BARS 6744 5'.4" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4%0' W/ (5) #5 BARS C0NT. >4'-0" - 5'-4" 16" 16" 48. - 48" & #5. 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FORF.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. AIAX- F.C, n n SPACING(D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR 1 11.) #5 HORIZ. CONT. TIED TO IA VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4.0' W #5 HORIZ. CONT,, TIED TO EA. VERTICAL REINF. ,I FIN GRADE 8" MIN. - + TO TOP OF - _• STRIP FrG. COMPACTED CLEAN FILL �., ><'-'•.' ` IN MAX 12' LIFTS STRIP FTG. W/ QTY OF "MIN. COVER G REINF. PER SCHEDULE (3 SHOWN1 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 W SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND -VERT.F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" RBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-O" INTO SLAB/ STEM E NOTE #g 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 C 5. #5 HORIZONTAL CORNER BARS WITH 4',0" LEGS IN KNOCKOUT BLOCK C5 16" h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" - o.0 TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS .SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. > 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 NTS LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOTORY FOOTING - INDICATES PAD FOOTING - CLEAN ( 2" VTR PLUMBING RISER TO SANITARY SEWER A/C COMP & PAD 4" CONC. SLAB W/ 8" X S" THWN EDGE �TTip n1. IIt ,+Ih III`''I I L;' III FMO3 3 w In m 01 tIn 3 ■ _____ _______________, ■ ■ ,________________ ■ ________, o I I I 1 1 FM11 1 0 m V) I 1 1 1 FM11 I , , 0 Ls 1 3 1 r i i 011 a � I I ' STEP DOWN 4" ' 1 I I 1 1 ' 1 `----------- ----------`-' ----------------------I ` ' I , t0 Q ' ■ \ �97:3—�, If 01 y - Ily ' PROVIDE CHASE— FORQ HVAC UNITIII O� ' ■ R OD ' PROVIDE ELECTRICAL & PLUMBING h Ul_ s1U SERVICE THRU SLAB ® ISLAND ■ 0 LOCATION ■ ; in Qj (REFER TO FLOOR) �. r i 9 OAP - p �.Be..` H w10, FNn 1 0 "°L° j I01 L„J 6000 C4 A/C I I -- -- -" r-------------- -- -- -' ' ------------- ■ I 00 Of 3' 2" 10' 2" 4' 6" 20' 2" 0 W :rJ ' ' m , 1 I )� Ir:3X5 — —— I FM32 /J11 O 1 IIF.G: II 3II J-�EJ 1 , 1 `v VTR MAX. a ' 10' 9" 2' SO" 3' 3" 111011 -` ■ ',YM.H. "� HANS ' LGT.35'-0" 6o FFOX z 3 � 2X8 ATLL ' 1 o 1 I 0] I g v.. I FM12 - III '. o I , � 1 I' z I I' a N 1 1 I 1 - 1 I 1 1 19' 4, 1 5' 4" 13'4" ' I , I C.J. SEE NOTE 6 , , I 1 , I 1 ' eFMO2 ■ r N O ________ __ ____ N I �. - ■ (Z ; ' W ' y ' ■ ■STEP DOWN 4" O i ' i m ' I O HOSE � I In rn o 1 t 1 O U 1 a. 1 FMO1 ,^-- 11 FOUNDATION PLAN ELEVATION „A„ && I,B„ - SCALE: 1/4" = 1'-0" I � YTNIf 1111/r 0 T0,jpl ",' I ��i; �E �Q'• ��,, lC Tr rJ C Vk r oykyy` Jg100 iluttiA T Ufa 2- to Fwog F �.c -e�$et tNvm ;In awy�`o 3 2 O 3 u ag F- �m�R� 9■Ig SOT& m ro � s- ,s6£F Z� a. ga $@ o aRN � � » �www.FOseNc.coN ❑ ❑ ❑ z (v Z Q "til/}M ZM 8 Z 20 rL Q I a. — Y QaQ � d � � E V) m w c In m �hz ITS C) 2 N E . c LO � 0 < A DAMS HOMES IIIIII■III■10111111�■�■� FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O _ 0 Zc y e-I LIJ w 4) ) N z In 3en _ E-Um Lo pJLuZ) m a J'mw� n LL Model Name / Number: 1512 Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: 20-3505 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL BOO SMALL APPLIANCE CIRCUITS (5) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. +APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,086 HVAC CIRCUITS A/C (AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ^SLIMED GE OF WALL WALL >OR TO CEILING) USE 2 RED TO ANCHOR WALL TERNATIVE PROTECTION BARRIERI N.T.S. 0 J w BIBB - — - — -------' NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = V-O" ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 61h EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 1.3. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IFTHE OUTSIDE EDGE OFA SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES CUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE 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 E400214 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT $4 FOUR-WAY SWITCH V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE ill) VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 0 ' g DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (9— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL aT.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX Wp WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING ( Y BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ME] GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED SAME AS UN DERGROUNO WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE � 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT " METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE aY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CON71N000S FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. C m g g gF Lo m W 6 (,I�nNm IL LL LL n r .BML"" m u3 oN5 a ui m m O Y G=-S IB gg m s�$yyg ZHU e � a 00 V) p$a a36z§ W o y r � �8 WWW.F03EN6.COM ❑ ❑ ❑ 5 N z m S Z Q s a � Y Z Ufp a- y_ o E /`A,,, /1J. Y/ O o' a O i Un 0 a � m ru 4 t_ y o d C) e c DAMS HOMES m FLORIDA CONMACTORS UCENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY Ui GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE 2 Jab Information: M m O 0 0 LL a c O $ z e 0 a It 1-20 LV 4) ar m E + 0] `u) Z r- l0 3 co c` Q J W::D m o N J m (n W LO i mModel Name / Number: 1512 V1 Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: Y 20-3505 T ti Sheet: Of: 0 N ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust i�6 FOR BLOCKING & BRACING INFORMATION I REFER TO GE01 ON r A SHEET „S4„ 1 I li 1; li 12 SEE PLAN FOR I ROOF PITCH 12" OVERHANG 111 ,1 ,I ,1 ,1 II II 4 #2 SYP BLOCKING @ EA. GABLE VERTICAL, 11 I' 11 11 II I' 1 11 , I 1 BLOCKING SHALL FOLLOW ROOF PLANE. 1 r I I+ 1 I 11 I r t 1 Ir Ir 11. II 11 II I I,. 11 1' rl 11 11 II I' I rl 11 rl Il II Ir 11 II I II I I 11 r 1 II I I II 11 II I 1 I I I I 11 11 II II 1I 11 4I II 11 II 1r II I1 II 1.1 11 IF Ir 11 II 11 II , it I:r II , II ,I II II II ,I 11 11 II 1.1 11 II I Ir rl 11 I A LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ T.O.B.- - HD. HGT. El 0 to aD BID 1A3 SH RAISED SMOOTH z TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE —_-------FIN. FLR._ --------------------.. 050 SH FIN. FLR. -.- LEFT ELEVATION SCALE: 1/4'=1'C" I I I I 2x4 #2 SYP CONT. ATTACHED TO TRUSS A10 W/ (4)12d NAILS =_- III @ EA. VERT. WEB. TRUSS on e' CEILING BOARD NAILED w/5d COOLER 1 NAILS @ 7" O.C. I E23.1 GABLE END OVERHANG 1/z"=1'-0" 48"OFF RIDGE VENT T.D.B._ HD HGT eD to -PROVIDE HOLE IN SHEATHING TO INSTALL BLOCKING, INSTALL W/ (4)12" NAILS @ EA. VERTICAL —2x4 WALL W/ STRUCT. SHEATHING 7/16" MIN. THK.- NAIL w/8d COM. @ 3" O.C. EDGES & 5" O.C. FIELD EXTENDED TO TOP CHORD 12 N-DcFASCIA BEYOND 6 —GABLE TRUSS T.O.M. - 2x4 #2 SYP BLOCKING HD. HGT. @ EA. GABLE VERTICAL, BLOCKING SHALL FOLLOW ROOF PLANE. - — _ — — FLR. 35 SH — 3050 SH 3050 SH DBL 25 SH FlN. 2868 DOOR LITE TEXTURED DECORATIVE — CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" S4 iD FIN. FLR. T.0_M_ II■ N J a �11/2" STOP /STUCCO BAND -SEE ELEVATION FOR SIZE FIXED FlN WINDOW PER PLAN -1 X 2 NAILER FOR WINDOW INSTALL -AROUND FULL PERIMETER GABLE SHEATHING WITH.APROVED HOUSE WRAP ( SEE ELEVATION FOR GABLE SIDING ) GABLE END WINDOW DETAIL SCALE: N.T.S. So1Ht product provides -- 4,121 net sq in / If Ridge vent provides ---- 18.00 net sq in / If Off ridge vent provide 138A0 1.33 net sq in / If g Overhang distance S.F. of Area to be vented (SF) 2017 s.f. Total needed for exhaust for upper 1/3 484 net sq inches Total needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 113 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required 88 Lineal S.F. provided by plan 144 r I 48" OFF RIDGE VENT 48' OFF RIDGE VENT 48' OFF RIDGE VENT I I 1 , I , , I I I - — - — - — - — - — - — - — _ — _ — _ _ — ■ LITE TEXTURED DECORATIVE RNS D SMOOTH CEMENTITIOUS COATING LITE TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 25 SH 23 SH 16" X 30" DECO VENT TYP. 16070 OVERHEAD DOOR 8" Ri TRIM 3068 DOOR W/ 3014 TRANS. ABOVE m iv .1 io 6" 6.. BRACKET DET• SCALE: 1"= 1'-0" RIGHT ELEVATION SCALE: 1/4"=1'-0" f0 6" 2'-0" BRACKET DET. SCALE: r- 1'-0" T.O. 2050 SH 3050 SH 2050 SH FRONT ELEVATION "All SCALE: 114" = 1'-0" 10" 41/2" M SD 6" KEYSTONE DET. SCALE: 1"= V-O" r �� Ir � i '✓u�i1 I� 14,ty5�9y'st Fnf l//'f�%d J e Olt as iUJg w no o w• + PLO lot N 9 ti s2gg W io N I0 m0000 80 gs -ym D vvim d it rii 3 M =. - W . w N age a��e 3 p�p � ca Mgt C m 0 gF�LL 0 00 R 0 h i§1z U O 2g W .FDSMQCM ❑ ❑ ❑ 0 Z� 8 z �— J a — s y M n E Inw13 to c m ifs U � `c3 E woog i �00 o em: A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY OULFBREEZEF FLORIDA 32563 a IE DIVISION LOCATION: T 2 PORT ST. LUCIE v Job Information: m a o I` m a O 6 FL z 0 20! W W y c � I—E $ \ / m 2 �j mIn If) In In InY to N V m In a e 0 J LL1 p1 N � V1 Model Name /Number: d 1532 v o I Plan Issue Date: N Friday, May 22, 2020 VI KA PROJECT NUMBER: 20-3505 ar R Sheet: 5 Of: Q ELEVATIONS -A SEE DE G.C. TO. PSI BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS 1515/32".) IF 15/32'" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRE P ECTIONS 20' 0" MAX 20'-0" MAX TB03 QU AT HI EQ.. W' Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - 4 )VIDE '0 DETAIL T801 COMPLY :OMENDATIONS- F? ATING OF � - Q DGE - - - DETAIL - - - - - - Q - - 4 - a v o � Q 1-00 _M F wTT - - - - EQ TOP & BOTTOM CHORD GABLE END BRACING 0 -/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. ------------------------------------------------------------ 4 FT, I O1 O ,0 /I I � 1 2 ______________________________________________ 1 5 F7. 4 FT. O 5F0. 4FT. 0 O I \ \\ 1 \ I I ` g I 1 \I 4 FT. r------------------------ O 1-__ 4 FT. O O 4 FT. O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C-W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/Sci COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: Sd RING SHANK NAILS @ 6' Q.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: Sd RING SHANK NAILS @ 6' O.C. ON EDGE AND 6" 0.0 IN FIELD ZONE 3 Sd 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/Scl 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 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN 431" X 21/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN RELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" 088 EXPOSUREI BEYOND SHEATHINEXPOSURG SHEATHING SHEATHING _ 1-11--Ir�Zi- I I I I II I I I I II II SOLID 2X II I I I II II L.II BLOCKINO@ALL w� II II II) 111 II II 11 I SHEATHING w II II. III 111 II II II EDGES (SEE II II III 11 f IL II I I SECTION X-X) w z PROVIDE I IILI II OPENING 111 II 1 I BLOCKING A3 II II LUiREQUIRED PER - II _ II III II II a 0 SECTION X-X IF NOTFULL II II1 - Fr HEIGHT.SHEET C II II III III II 11 II II III T,--��. II II II II I 2x STUDS WI° W W~ O 0 6 II II III if II I I I 11 11 it BEYOND. = J rna a I- O N �mLLcc II II III I I II I III II 11- II I SEE PLAN � f 0 _ F- 0 It G LOOR SYSTE III I I II I I II II II I LU LL y LL 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM 112" 2x4 P.T. BASE PLATE BEYOND HORIZONTAL SEE PLAN WALL EVATION DIAGRAM eW = NAIL SPACING -AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA_ END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 9' (2) 8d NAILS @ 3" O.C. ALTERNATING .STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1512 ELEV A RASE 4 TRUSS ID BEARING POINT iTRUSS ACTUAL CONNECTORIO CONNECTOR UPLIFT DESIGN FASTENERS NOTES ' UPLIFT RATING CIIV-CI5V,FJ7MEJ7VP,HC/V L/R -350#.,less HETA16/PER TRUSS MFG 1810# (9)Iodx 1-1/2 Z02, Z03 L/R -200#or less H10A/PER TRUSS MFG 1040# (18) 10d 1-1/2 Zol L/R -204#.[less (2)H2.SA/PER TRUSS MFG -- 1200# PO) 8d Aol-A09, Al2 L/R -906 #.Cess HETAI6/HETAI6 1810#/1810# (9)10d x 1-1/2 /" sr (9) 10d x 1-1/2 1 (9) 10d x 1-1/2 . .4, L/M/R' -681#.,less HETA16/H10A/HETA16 1810#/1040#/1810# (18) 10d 1-1/2 (9) 10d x 1-1/2 , r (9)10d x 1-1/2 "'A33 L/M/M/R -655#or less HETA36/H10A/HS0A/HEI'A16 1810#/ 1040#/ 1040#/ (18) 10d x 1-1/2 1810# (18) Lod x (9) in ' (10) 10d x 1 1/2 A30 LjM/MJB 2006#.r less (2)HETAI6 J(2)HTS20/(2)HTS10/ 2365#/2610#/2620#/ (48)10d X 11/2 (2)HETA16 2365# "(48) 10d X 11/2 (10) 10d x 1-1/2"1. TRUSS MANUFACTURER: BEE DATE OF LAYOUT. DATE OF TRUSS CUT SHEETS 9/17/19 L= LEFTR= RIGHT&M =MIDDLE. BEARINGS BEARING LOCATIONS PRE REFERENCED TO TRUSS MANUFACTURERS TRUSSbRAWING& ALL CONNECTORS ARE SIMPSON PRODUCTS 13'-6" - 131411 > > > > > > > M LO n n n n n !O co � -:11 � � �__3�/. U v U w w w w w w w w w Lu w w U U U �,3 CJ1V o CJ3V n CJ5V �/ �A09 A08 A07 A06 A05 A01 A01 A01 A01 A02 A03 A03 A04 A11 A11 A11 Al Al2 Al2 Al A13 A13 ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING i' cq c", ADD (1) SIMPSON SDWC 15600 @ 16" O.C. TO TRUSS AND PLATE BELOW .1 .1 ADD [F.11 CONNECTOR AT #15 BRG. POINT TOP & BOR. ALONG W/ ADDED 2X BLOCKING 3/12 Vault 10'-0" Clg. 3/12 Vault 10'-0" Clg. 8`-0" Clg, 10'-0" Gig. 8'-0" Gig. 0 24' O.C. A 11 GE23.1 GEO1 GE01 ,t0 5A S4 S4 N N N N B N N N (2) 20'-0" 4'-8" 2'- -011 6-4 2'- TRUSS LAYOUT -A SCALE:.1/4"=1'-0" CJ1V �JW �J5V I0 sm OD <V LID 0 CV SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SIFF SYP CONNECTOR FASTENERS SPF SYP O FRAMETO HETAI6 W(9)lOd x 1120R HTAISW TO)IOd x 11W OR MASONRY HETA20w/(9)10dx112' 1810 HTA20 W (10)7L1dx112" 1585 1870 FRAME FRAMED H2.SA W (10)8tl NAILS 535 665 RT7Aw/(10)8d NAILS 616 586 ©FRAME TO H10AW(18)1Gdxl 12' 1015 1040 RTIBAwM7)IDdx11/Y M5 1020 FRAME HIDA,2w/(18TOdx11?AT2 PLYTRUSSES 930 1080 RTi&2w)(16)1Ddx112'AT2 PLYTRUSSES 936 1060 O FRAME TO MT512 w/(14)10dx/7l2"(AT EXTERIOR MTW12 W(14)10tlx112'(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d LOENNLe) 8� 89U LOCATION INCLUDE (3)12d TOENAILS) 1005 1195 OFRAMETO MGT w/(22)10d NAILS AND 5/9-A.T.R w/1T 3963 MUGT75W(28)10d MANSARD 518°AT.R.4 MASONRY EMSEDMENTWSIMPSON•SEf EPOKY 3330 17 EMBEDMENT wl SIMPSON'S EPDXY 333 4405 O FRAME TO HTS20 w/(24)10d x/ 1?(AT EXTERIOR /245 1370 HTW20 w/(24)10tl x 1 W" (AT INTERIOR 1285 1530 FRAME LOCATION INCLUDE(3)12d TOENAILS LOCATION INCLUDE M12d TOENAILS FRAME TO (2) HTS20 W148)10d x 1 V7 (AT EXTERIOR 2490 (2) HT W20 W 4810d x 112' AT EXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 3060 FRAME TO HGT-2 W(1E10d NAILS AND (2) 5/8• A.T.R. HUGT2W(16)l0d NAILSAND(2]&(r A.T.R. O MASONRY W 17 EMBEDMENT W SIMPSON SET' 10690 w/ 12" EMBEDMENT W SIMPSON'SEf' 7020 9790 EPDXY RGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) O FRAMETO FGTR w/118)1/4"x 3' SDS WOOD SCREWS 3400 4725 RFUS W(12) WS3 WOOD SCREWS AND 7100 MASONRY .AND (2) 12- x 5" TITEN HO ANCHOR BOLTS WC4 (4)3/4"x6' WE -BOLT LGT16d SINKERS Q(16) FRAMETO &1(] MZxLV4TREN2 1750 2030 MASONRY ISEE140TE 96 BELOW) J2 FRAME TO (2)LGT2 W/(32) 16d SINKERS &(14) 350 14 4RX-M (2)LUGI2 W/(32) 16d SINKERS &(10) 3100-F 3100-F MASONRY/ (FOR 324UF 1R•%3"WEDGEESF(2 FRAME (28) 6dSINER OR (28) i8d SINKERS FOR FRAME LEAN FRAME( 3770-F OR (32)16d SINKERS FOR FRAME (EA) FRAME 3800.E 4620-F 9PRAME 9ggBDHJ TO (2) LG73 W (24)1/4' x 3" BIDS SCREWS &(8) TA' 4730.M RSTO-M (Z LUGT3 W (24)114'x 21Z WS25 7050.M MASONRY/ x 7 TITER (2 PLY TRUSS) 5010E 6880-F SCREWS 8(4)3/8"z5"WB(2 PLYTRU55) ��-F 7710-F FRAME OR (52)18d SINKERS FOR FRAME (EA) OR (56)16d SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HUC410 W(18) 16d&(1D)Iad G#2680 HD410 OPT HD4101F W(20) 166&00)10d G0080 BEAM NAILS U11895 NAILS U#1950 ©SEAMTO HLJ410 OPT HUC410 w/(18)TTEN G$MISW HD410 OPT MD410IF W(20) 1W x 3' GMBS MASONRY v4"x2Y4•&(10)10d NAIL$ U91800 WEDOE-BOLT& (10) 10d NAILS U#650 © BEAM TO MASONFIl HU46 OPT HU046 W (6)10d NAILS & (12)UW'.2 W4"TITIEN(TO MAS.) G#1540 G#3000 HD46 OPT HU46 W N)10d NAILS & 1W TAPCONS MAD) GM025 W015 FRAME OR(12)1Sd&(6) 1 ad (FOR FRAME) U8980 SYP-F LW1136 SYPd4 (12) x2314• TO OR (12) 1 Sd & (6) 10d (FOR FRAME) U#1030 SYP-[ U#880 SYNM FRAME TO (2) HETAI6OPT (2) HETA20 1920 1920 (2) HTA76 OPT (2) WP20 1870 O MASONRY I -PLY wl 10) 101 x 110 OR 2365 2365 1-PLYw/(10)10dxl 117OR 2430 2-PLY W (12)10d 2-PLY wl (12)1Sd HTSMISw/(8)10d NAILSAMD(4)1/4'x27N• 955 1110 HTWMI6w/(8)/0d NAIL$AND(4)114"x10W 1145 1225 TAPGONS WEDGE -BOLT OFRAMETO N MASONRY OR HTSM20 w/ 0000d NAILS AND (4) IAN2 iM" 955 1110 OR HFrWM20 W (10)10d NAILS AND (4) 1/4"A 314" TAPOONS WEDGE -BOLT 1145 1225 HIOS w/(8) Ed x110 NAILS AND (2) 3/SW ®FRAMETO MASONRY TITAN HD 780 910 TO D772Z wl(8) 114' x11/Z'SDS WOOD DTB-TZW(8)1/4'X112"WSIS WOOD ©FRAME MASONRY SCREWS AND (1) 12' B A.T.R. EPDXIED w/ 1WS 214B SCREWS AND (1) 112-0 AT.R. EPDXIED 1510 1835 SIMPSON SET" (SEE NOTE 114) SIMPSON "SET" (SEE NOTE #4) HTTSw/(2M 16d )Q12'NAILS AND(1)SW B HTT45W(26) 16d x21/2'NAILSAND(1) OFRAMETO MASONRY ATRL EPDXIED w/SIMPSON "SET' gy75 SO90 5/8"B AT.R. EPDXIEDw/SIMPSON SET` (SEE NOTE #4 BELOW) (SEE NOTE#4 BELOW) FRAMETO HTT4W 118) 16d x21W NAIL$ AND (1) SW B HIT45 W(10) 161 X2117 NAILSAND(1) Q MASONRY A.T.R. EPDXIED W/ SIMPSON "SET' 3640 4235 5/8"B AT.R. EPDXIED W SIMPSON "SET' (SEE NOTE BELOW)(SEE NCTE#4 BELOW T FRAME TO FRAME H10Sw/(N)1Qdx112"MAILS 785 910 LUGTI w/ (29) 8d x1 12` NAILS. 876 riD46 HM9KT W (4)1/4-xl 12- SDS WOOD RT16M W (9)10d x 1 12' NAILS 8U OFRAMETO MASONRY SCREWS&(5) 1/4'X21/4'TAPCONS 760 760 (4) 1W x 134' TAPCONS 1305 VGT W(16) 114W BOB WOOD SCREWS OFRAMETO MASONRY 0)5/8.9 AT.R EPDXIED w/SIMPSON"SET" 3365 4940 W 1T MIN. EMBEDMENT (2) VGT W(32) UN-ICP BOB WOOD SCREWS OFRAMETO MASONRY &(2) 6Ma A.T.R. EPDXIED w/SIMPSON 5170 7185 "SET' W IT MIN. EMBEDMENT O FRAMETO 5vd (1. SDS WOOD SCREWS & HW49D32.5 W (10)1) 2" 3D9 WOOD 9285 4565 MU0T16 W p2)10d NAIL$ & HTT46 W (18) 41B0 FRAME S18- SCREWS&(t)5/8"B A.T.R 10d NlNLS&(1)9B"BAT.R OFRAME Y TO W HTT6w1(52) 18G'x2 M" NAILS 8 4375 509U (2) HTT45 W (5018d72ire NAILS "�� FRAME (1) W8'8 A.T.R. (SEE NOTE#4) 8(i)6/8'B A.T.ft.I5EE NOTE #1) f FNF041 fflNNF(:T(1e wDTFQ 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS .1 (2) 12d TOENAILS. 2 ALL MUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL MIGHT SYP 1112"1L4-To TRUSS VERTICAL WEE wI(2) ROWS, 10d WVL5T O.C. STAGGERED. 5. IT MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB MUM CHORD w/4'-V2..SYP #2(MATCH CHORD LUMBER SIZE) .1 (2) ROWS 10d H 4-FROM END &4. O.C. STAGGERED, CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/FLOOR TRLISMSTO MASONRYWALLS/ LIN1R_SMCF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32'O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALLS SEE DETAIL F1112163.7 FOR MORE INFORMATION S. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRYWALLS/K:F WALLS/LINTELS 4. CONNECTION F (2)AT EACH OVERIF LOCATION OESNOTCONTOP WITASONRYAT DLF)-LMAX.T CORNER.CC. TOVERIFYLOCATIONDOESNOTCONFLICT (IF APPLICABLE)LAYOUT S CONNECTALL F7-00R TR(ISSE$TOIMEPgRBEARINO WOOD WALL/BFAMSw/(2)12d TONA1LS OD O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LINO OI FRAMING PLAN 1. CONNECTION FORALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOODWALLSAND/OR BEAMS 44 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 Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN Be 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 OFTHIS 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 ISREQUIRED, .UNLESS LAYOUT IS REVISED III WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. 0 ETAL DRIP EDGE + x SUB -FASCIA O -UM FASCIA CONTINUOUS VINYL 12" OVERHANG AT BAY ROOF G.C. SHALL VERIFY SOFFIT MATERIAL Q:APACITY TO RESIST THE DESIGN PRESSURES ® SPECIFIED FOR COMPONENTS AND CLADDING WIND. PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-0" V ✓ l \�l A N �_ L, d 0 tit O ,TS01ft/ pft+ °°°°°p\ c EN491�a H4 "e ✓j�° �+o e44 LIll a/ L 8 m c E Wco JJ 0#Slwg m�6mE a Q M a 5 ICE g Wg� B f Q o m o CO In z Q J G,COM ❑ ❑ ❑ I. C9 m O o Z M Z z� a L` -.2 0 8 y o E _ o o _ w c m � mm U L6 cmN E W 00 � oo g � „ Q 0) C; .Rim Lame, L110%8ANI I FLORIDA CONTRACTORS LICENSE NO. CRC1330948 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n � DIVISION LOCATION: z PORT ST. LUCIE Job Information: �b c a M m v 0 FL n a % L c O N W" Ln ro I` o > 0) M 0J o n In • 3 ❑ m wN E m Lf) a � O/yw. M tT') Li � W V//''��n /��/ V/ v Model Name /Number. g 1512 Plan Issue Date: Friday, May 22, 2020 VI KA PROJECT NUMBER; x 20-3505 Sheet: Of: ROOF PLAN A C11 C rnov TYP. TIE BEAM W 3000 P.S.I. CONC. W/1.#5 REBAR CON. Sill SONSP4W/(6)-IOdX11/2 SPO OR SPS FOR 2105 AND 2XS WALLS _ A 4 DOUBLE 2x. TOP PLATE LINTEL BEAM: - 1 COURSE UNTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT STANDARD HOOKS SEE BAR & 3000 PSI MS05 FOR MORE INFO GROUT, MIN. 25" LAP (ACI 630) TYP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT F.B.I. CONC. W/1 #5 REBAR VERT. ALL SHEARWALL SEGMENTS INTERIOR BEARING WALL CONSIST OF FILLED INTERIOR SHEARWALL EXTERIOR FRAME WALL CELL EACH END WITHOUT AN OPENING BETWEEN. 8' C.M.U. FILLED CELL: FILL BLK CELLS WITH 3000 P.5.1. GROUT ONE #5 W LOCATIONS I' 2'x #2 SYP/SPF P.T. W/ SHOWN ON THE FOUNDATION (3) 1/2" X8' 'J" BOLTS OR CONC. SLAB SEE PLAN AND BOOR PLAN. X6• EXPANSION FOUNDATION PLAN MIN. LAP 25' (AC1530) ANCHORS ANCHORS OR (e) 3" X L/4" FOR MORE INFO TAPCON3 OR )' (8) 2 7/8" HILTI TOWNI TOP OF SLAB NAILS _ 2x BASE PLATE SEE PLAN FOR MORE INFO I FRAME (EXT/BRG/SHEAR) WALL TO MS03 N.T.S. n4AcnnlDV nnnikIr0TlnKI nCT'AII MS02 TYPICAL SHEAR WALL SECTION N.T.S, 20' MIN. LAP #5 REINF. SAR H #3 0R#4 REINFORCING ��''d• BAR #c & ##� AP FPI ICE 25" MIN. LAP #5 STD. 90° HOOK #b REINFORCING BAR #5 1 AP SPI IC.F SCALE:B"ai 36 #6 REINFORCING *GRADE 40 U.N.O. #6 1 As SP IC MS051 REBAR SPLICE DETAIL _ GRADE 40 ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 23A" 12" O.C. 1 2 x 6 1/4" X 2aA" 12' D.C. 2 2 X 8 1/4" X 236" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, (PRECAST_ UNTEL 1 SUCKS Vil BUCK 1/2" O.S.B.. BETWEEN 1 r FASTEN Pi NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL PRECAST "U" UNTEL(S) FILLED SOLID W/ INSTALL MIN. 25" LAP SPLICE 3000 PSI GROUT (SEE LINTEL PLAN FOR BETWEEN WALL REINF. & LINTEL MINIMUM SIZE & REINFORCEMENT & TOP STEEL AT EACH SIDE OF LOCATIONS FOR REQ'D. CONT. LINTEL OPENING WHEN TOTAL OPENING OVER MULTIPLE ADJACENT WINDOWS) WIDTH IS W-0" OR LARGER HURRICANE ANCHORS GROUT TO BE RUSH WITH PROVIDE SCREEN WHEN N.T.S. TYPICAL SEE PLAN TOP OF WALL 10, BLOCK BELOW IS NOT THOOP REQUIRED TO BE FILLED. (TYP, STANDARD 90 DEGREE HOOK HOOK LINTEL '.• REINFORCING INTO ,.•, „, , ��., �: , . ;, -� �: d ., r. • Z a TYP. BOND BEAM SIDE VERTICALS . •, n •; a N 8" x 8" x ILE, K.O. WHEN TOTAL ( " ', .+•• ;•• ' t • N T LINTEL BLOCK OPENING WIDTH IS Z b W O FILL W/ 3000 Ki 6'-0" OR LARGER ' •: ...,.. O LL CONC. W/ (1) 45 r�..• " DIA. REBAR :. PROVIDE 3"x3" HOLE .1 IN BOTTOM OF PROVIDE STD. 90° PRECAST LINTEL TO STD, 90 DEGREE HOOK W/ MIN. 25" LAP , EXTEND WALL REINF THROUGH AS REQ'D. ANGLE 3DEG Psi SPLICE ON EA. END CONC- W/ (1) #5 WHEN TOTAL OPENING ..a REBAR BOTH SIDES .' •' REBAR BOTH SIDES DIA. REBAR IS 8'•O" OR LARGER OF OPENING U.N.O. OF OPENING U.N.O. '. 12"OR LESS PROVIDE KNOCK -OUT 'fl, INDICATES BLOCK FOR FIRST'' :' '; • • FlLLED CELL COMPLETE CMU " ff&AL OPENING WIDTH = ' FROM FTG. TO COURSE BELOW SILL & A} '' BEAM W/ (1) #5 FILL SOLID W/ (1) #5 BAR ;. ,. I t BAR WHEN TOTAL OPENING IS G•a" OR LARDER a t 8"xa"x16" CMUL_ .0. TYP. DOWEL ;.i tii !•. 25" MIN LAP (ACI530) SEE FOUNDATION PLAN FOR SEE FOUNDATION P FOOTING REQUIREMENTS FOR LOCATION Nr_s. MS01 BLOCK WALL REINFORCEMENT O O O LINTEL PLAN ELEVATION "Al" & "Bil SCALE: 1/4" = 1'-0" 0 O GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2- (1) 05 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ARV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HASA GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE Fe PLLED WITH GROUT / U = UNRLLED 6RE84R AT i0P R=RECESSED MIN. 11)REQU 33 2" I� QTT.OF x9 , CLEwR BORON • FUNTE OF DNTEL CAVITY �R iTOP I9100NOUT LINTEL BLOCK F16-1B/1T �R tOMINAL �o 1 1 GROUT WIDThI QUAINT" OF J TOP BAfl AT BUTROM BOTTOM OF NOMINAL CAVITY HEIGHT BOROTPO M pEIN 75 8 ACT L PROVIDED IN UNT11 LINTEL IVAfllt57 TYPE DFSIGNATION 8' NOMINAL WIDTH C,FNFRAI_ CONCRETE I_INTFI MATFRIAIS C+FNFRAI INSTgI I ATION NOTES 1. fc Recap lintels_ 36M Pal. 1 Prose full mortar need and bed johni 2. I'c prestressed lintels=6000 psi. 2. Shore flllad Imars as required. 3. used per ASTM C47 Y - 3000 whAtAllilli®m P 6 g Psl / 3. UUnddism of anulmuetrottti wi/24long notolturelmd/endsto graltlrowinga. 4. mmlmum 3/8 aggregate and 11• a 4, UUMala sre mmufeclured wllh &U1" long nolchn M the ends to aa0mmotle[a per gow 6. CAPaem masonry ends (CMU7 per ni C90 O Au geel call astradrOaangtrees end/360 ar minimumnMam. Grade6strerAyh=1900 ps1. 6. All llydala nxu4marl"I ed U960 wrtical tleileptim, except iintelal7'+1°mtl A615 S. Rabsr per A9TM nd p AST 60. oo1(N wkh a nominal M1elpJlt N B" meet a exveetl U180. hantl per ASTM p416 grade & Ula l aeld aWledroberum P7Dlo allioning abc dadlttllabWOmel ]. 7/32 an a per Tin. T. ]/l2" d,amHer wire adnupe me ,tided i to m bottan steel la me e.sal etKM1aege. T/32' forsnehen ]/32 wire per ASTM Al S. CaNlnplme canerete may be pmvitletl {n 0ompoelto Frde� n Ibu of corcrete A. Mena per gSTM C270 type M a 5. meapnry (nits. 9. Bela Iced re6ngs beaed m r�Mnel tlewin al tals per AC1318 elM Ad 590 10. FbMe PrgdpA APRoval No. 15B.1 11. Theexta•loreudece of Ihkla Ina[ellatl In axtaia copse snummy welt ahe®Xme c0ating0fatu0ro sppiedlne samewXh ASTMC926arcMmendeppm poe6rpe 12. UntMsbsdetlelnvaNmaouemmbiver 0real lletarsQ rgmvlyeemu i gogja Dees awutl be chedwtl fa comdro bedirgvmh file idWwing equrtJon: Appl.'etl venleal bad ; Applied haltontal load < LO Sefe� cello- Sale h°rbAMel low O O O O 8RF"B/1T SF8-OB/1T 8RF34.1B/1T 8F16-15/1T CD 0 `'O SF20-1B/1T `O, O O O O , oPig 15/1T BF241B/1T `e O O 0 a) 812818/ST b: 0 O SF32 YB/1T C Qa FORM & GROUT SOLID W v "V ,n `O :z 8F 12-1 B/1 #5 BAR CONT. RM851 12" LINTEL DETAIL 3/4" = 1'-0" �?) 1 I F,, G' . // 0 y s \oi��airBn�i o`ooa v0 QP O al C + •"v $� a�ix CNON D - V O N 00 •l.;air LL O O Q L v d O c E E a c cmx g5g.° F m G a^ aQ.1.-I ik qk 'A MX n m LJL tJi Ii m�ybim a¢� W s yj LL 8 O Ep��y a d z 5m( m .6 w z � 13 0 ?.G� IL'a�sosm o 0 o v W °' FT�.a, 02 000 OJ IL go n o ax r° 5 WWW.FDSENG.COM ❑ ❑ ❑_ lJ ad Z N oa m Z m N z y c Q o 3 l J � a G Z o cX of •�. I \ m •V—x W H E &oj 0 m o Y O ro - V � m m j2 N W O O O 5 a U ar op C) o mom -ice 1 D AlMS H 8�� 1_� 9 ue C � FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY w GULFSREEZE, FLORIDA 32563 Ti € DIVISION LOCATION: PORT ST. LUCIE doJob Information: fb a OJ ad c O a n s z 4 0 aV-q O E :� � o ti : W z i—�L m to LO Model Name / Number: 1512 ro VI Plan Issue Date: Friday, May 22, 2020 F KA PROJECT NUMBER: 20-3505 Y mSheet: ® g Of: N ! I LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) %"x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X a 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER v TRACK TO JAMB. v v Y (5) 112" DIA. x 8" 112" X 8" A.B. W/2" ° "J" BOLTS WASHERS SET IN s FILLED CELL W/ #5 TYP. FILLED CELL E VERTICAL MIN. 5 PER JAMB. o a ti c ~ L SECTIONAL 3 ®j7 OVERHEAD < DOOR v a WOOD P.T. #2 7 SYP2"X6 a: TRIM Q @ ®ages®a►9 tas 8 eo`eg O TORP aTr 2"x6" P.T. WOOD JAMB s p S E,. DOOR AND CONNECTION PER O GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR 04 O TRACK MOUNTING DETAIL a s .. r>- it; 5 3 c Bi ya li v fi3i Y: 4.96E4➢ �jy D MS12 OVERHEAD GARAGE DOOR ATTACHMENT s. N.TLD 1; E mEByC11131 Q S�$ti 't at xt �s®mii�rNm ii @ tL SS'3ma R-30 INSULATION PER FBC 0 wBLOWN-IN - gIE s.E � Z a =AND 't ENERGY FORM SUBMITTED WITH y "a i•a¢ u F 15 3 ZmO BLOWN -IN R-30INSULATION PER AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE BAFFLES EAVES (FOR VENTED ATTICS) 12FIBERGLASS og 5 5m= r" OO mAT �5 s = TFBC LpZ 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) �',\ T <a s - ag sIL mv°2 ° o N SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UN DERLAYMENT FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING '��6'C0M ^ - m \/V,,/\/ ,n Z o TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES 4D.C. (SEE STRUCTURAL NOTES. FASTENED TO TRUSSES PER ROOF m PER FBCR 905.1.1 OVER APA ;' NAILING SCHEDULE) $ Z m RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES TRUSSES @ 0240" O.C. TRUSS ANCHOR E - SE PLANK FOR N 5 p ryg ¢ c FASTENED TO TRUSSES PER ROOF — - — - — - BRG. HT. ° m ._ _. ,•, _.., ,-.. NAILING SCHEDULE) ✓ —•( w. 1/ 2 DRYWALL 3 a — s TRUSS ANCHOR (SEE PLAN) '• TO BE INSTALLED ON OUTSIDE FELT PAPER • ° ETAL DRIP EDGE TRUSS PLATEE Z FACE ,� 3/4" P.T. NAILER 2X SUBFASCIA 8 m Q) 4-+ •� SOFFIT. SEE ARCH. METAL DRIP EDGE 1/2" DRYWALL PLANS .Y — Eo 1/2" DRYWALL / CONNECT ALL 2x STUD 2X SUBFASCIA CURTAIN NAI R % H 8x8x16 K.O.K0 1 x 4 P.T. @ WINDOWS A, LINTEL BLOCK m � L Q)uo Vl � m TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. „ ) O.H. W/ (1 #5 DIA. REBAR & $ yv, `/ 16d TOENAILS SOFFIT. SEE ARCH. SEE ELEV, 3000 PSI CONCRETE U N E PLANS PRECAST "U"LINTEL u S �,PJai 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE c N a o AID Q rndm Q.m'. Opp. 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE 0'H' EXT. WALL W/ ALL EDGES BLOCKED. A dA M S HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. n PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" NAILS AT 8" O.C. STAPLE @ Y' O.0 EDGES AND FIELD. rt NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA. 'a m FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN u CONC. ALL LOCATIONS `", SHOWN ON FOUNDATION v m r GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS m DIVI810N LOCATION: LOCATION OF OPENINGS IN u r ~ PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO P 8 OPENINGS ARE INDICATED, FULL Job Information: STUDS ARE REQUIRED). , 7 a l NOTE: 44" MAX. $ILL HGT. ON ALL BEDROOM WINDOWS. t VINYL FRAMED WINDOW a CEMEMITIOUS DECORATIVE W/SCREEN STOOLE n m o FINISH 7/8" THICK PER ASTM PER SPECS M PRECAST CONC SILL C-926-98A u O PAPER BACKED FOIL R-4.1 u o ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE T813 1/2" DRYWALL PER FBC AND ENERGY FORM V 1 EXTERIOR FINISH - 1O 0 p ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) a z FOR NAILING INFORMATION FOR APPLICATION a co p Lo R-13 INSULATION AT EXTERIOR WALLSHEATHING. FTG. DOWEL #5 DIA. REBAR�ui 1 x P.T FURRING N WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED wl 1/2 x 8 A.B. (OR 1/2" x 8" TITEN 17" IN CONCRETE - 25" 4 1 x 4 P.T. EXTEND (Ad 530) ABOVE o N m BASE NAILER C 4) WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN o r L0 m WOOD BASE MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN Z om to N �/ / , U m FOR TERMITE SHIELD PLAN SEE FOUNDATION PLAN FOUNDATION SEE FOUNDATION PLAN FOR w "0 H y Q J W FOR SLAB TOP OF SLAB SLAB INFORMATION TOP OF SLA o ti _ \. x m Model Name /Number: GRADE GRADE ° , I' 1512 CLEAN COMPACTED Y cli 0 $�$ ; SEE PLAN FOR Plan Issue Date: _ FILL �<.. _-. m c`ri RE -BAR QUANRTI�mjES a" Friday, May 22, 2020 16" SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION a KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN 20-3505 WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=ro" oSheet: rn a S_2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4 TYPICAL FRAMING 1001 DETAILS IF i '� IJ STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d ` COMMONS @ 3" O.C. @ ` . EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR STANDARD GABLE END FRAMING STRUCTURAL SHEATHING Z gL VARIES W I+ +I y ROOF SLOPE 0 2X TOP PLATE TO I 0 WOOD WALL OR GABLE END W/ 16d TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d NAILS @ 6" O.C. I a COMMON NAILS EACH yy11 I STUD TYP. T&B [T+ 1-_ -+-+ 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING TRUSS OR ROOF SYSTEM COVERING LD02 SHEAR TRANSFER EXTERIOR WALL I N.T.S. m m m = m 1 1S5• 1Y" 14: 4 Q Q (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", Lr 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D-Od62',L-3-1/2')OR EQLAL (D=0.141 L=aL/2')OR EQUAL NOTM' 1) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS AT (FAST 3/4" OF 4) REFER TO NOS S15.3 FOR GI THE THICKNESS OF THE LAST LAMINATION. ADD(RONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) r' IF. VERHANG FOR OVERHANGS BETWEEN 5/8" TO J. 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 24 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU-- 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-Bd EA. END EDGE VIEW S(3) 16d P4 AT COMMON 24" O.C. NAILS(TYP)—p SEE PLAN FOR WLL HGT. • . PER LOCATION ---.a, 93 % FIN �r . • S .. � 'p it m. t• O.C.• SIDE & TOP NAILER.,III EACH END TYP. F. 2x4 SPF CONTINUOUSBLOCKING ©ATTACHED TO . • :d NAILS. SEE DETAIL ABOVE ELEVATIONISEE •' R • SQUARETRANSOM BOX 1 , • . ID EACH • WINDOW OR DOOR OPN'G �CMU WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48"M7N 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/(4) 16d TONAILS (2) OIN EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOPP LATE W 8d 2 1/2 " x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (22) 16d NAILS TYP. +M TOP & BOTT.7N 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 OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. 'BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-C * 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 FA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 0'-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 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) L57A30 BEAM SIZE 'EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 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 2 x 4 STUDS TYP SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.s. g�g m N N W ao 1000 QQ� �Bm � N M��mgC W �9N O w a s•-� e Zvyg6LIL O m 2H6 d a E� 8du 2 ¢ O a ° WWW.FDSENG.COM ❑ O ❑ U ro z N oZ z a ¢� o a m jj/) — Y �U-) )O ura W Ln c m Ln>�� F— � W 000 ]6w% U of LIT DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O a z(D O `H W O m a C Lo e} \ / � O m M I—�Um N LO U N 0JLu m LIDLL o JmUi0 Model Name / Number: 1512 VI Plan Issue Date: Friday, May 22, 2020 VI KA PROJECT NUMBER: 20-3505 Sheet: 3 Of: *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2X OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45° O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. , ' MINIMUM 2"x4" 8d NAILS @ 4" O.C. WALL AND ROOF ' CROSS BRACING i "� -" SHEATHING, SEE TB13 2x4 BLOCKING FOR SPECIFICATIONS i (SEE PLAN FOR LOCATION) _ ' '; ,,-:-' RU BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR -' BLOCKING TRUSS W/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. Y� , END 2x6 SYP I BRACE FOR 2x4 SYP CROSS BRACE APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. -' ` :-- THEN 312d AFTER. NAIL & ATTACH LBRACE w/ 12d NAILS @ 4" O.C. 5 CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS a g 4 -1" OR SHORTER) FASTEN (1) SIMPSON HGA10 12" LONG 2x4 #2 SYP BLOCK AT ' CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO S DIAGONAL BRACE TO SILL PLATE w 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILED / m (3) 12d w/ 3-12d TO CHORD (MIN BLOCK/PLATE INGABLE TRUSS !� PER JOINT _ 1ST 4 BAYS) 10 TOP PLATE w/ ' 16d NAILS @ 4" D.C. m CONTINUOUS LATERAL BRACING 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS '" KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL c w/ (3) 12d @ EACH TRUSS WEB 7 n NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 I T013 FOR ATTACHMENT OVER JACK TRUSSES, SEE 3 h T601 TYPICAL CROSS BRACING DETAIL N.T.S- T002 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON HIS w/ PLAN. x 10-1oax11/2" NAILS FASTEN (1) SIMPSON HGA1O @ 48" O.C. w/ 8 1/4"x11/2" 9TOR PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS END PLATE o ®ppr0®O CENTER LINE OF HIP/RIDGE, TYP. TO TOP /BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON HS w/ 3 `m ee�P�\.••' `�S 7 ti S ••s �! BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS eee G "V" NAILS EACH END TO TRUSS TOP ,`� 8�A J CHORD @ WOOD FRAMED WALL @ DUTCH GABLE m �c qcN h A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. 3 ° < +' TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A G.T. ----- SHEATHING PACE `�• N se``€a€PS tl+„+ii ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 'm TOP CHORD WHEN REQ'D NAIL TO TOP CHORD m TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES.HIP 12d NAILS @ 6" O.C. - MAX 24" SPAN (EITHER G.1 SIDE OR BOTH IF REQ'D) Ali (2) 12D NAILS ROOF UUI SHEATHING AT 12" O.C. MAX SEE MINIMUM (3) 12d PER JOINT MINIMUM 2"X4" SPF OR *SPACED AT 10'-0" MAX SYP TRUSS BRACING m E Ii "_ _ <D a m � PLAN I— t -Tn �aIM�m � top s 2.(W�MMS t u�i10m � LL 2X4 BLOCKING J y ili fi m BETWEEN TRUSSES HIP TRUSS ov. .Y 8'� 1 IA v�'m— w SFSF�Q��fi W N M a8 N.T.S- TB04 N.rs.g TB03 HIP / RIDGE BLOCKING DETAIL TRUSS BRACING OVERLAP DETAIL (TYP} g �. MW��mw 5m LL,)9 OJN�F'a oOM ❑ ❑ ❑ ° M CD TRUSS NOTES: 2 L C_ D Z � Q 0 1. WOOD TRUSS ERECTOR SHALL BRACING ACCORDING TO ANSI/TP14014 PROVIDE Z 2 (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 BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE UNITED 3 — Y IN WOOD TRUSS CONSTRUCTION. FULL TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY 2!CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUTN ' EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. y m D 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w i--+ w ~ 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 W1 (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 OFTHE TRUSS. E E • E o 1 V06 S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. V) "7 SEE TYP. TRUSS BLOCK NG DETAILS a bD h � co SHEATHING = U DN E H 00 3 TO 47RU55 r2x4 AS SHOWN TRUSS SPACES [ALTER' D = - C a YO Q 01 o by QMM W ,. RUS of CAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12tl TOP &BOTTOM OR H5 SEE TRUSS (2)-1 NAILS h <.. OR HCLR/LL IN PLACE OF (4) 10D SECTION TO EA TRUSS REQUIRED 0 RAFTERS GREATER THAN 8'-0° B-B _ FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE Fr\ IT SEE STRUCTURAL NOTES AND NAILING " GULFBREEZE FLORIDA 32563 PRE{NG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES ROOF S 2x STUD WALL w DIVISION LOCATION: SLOPE / PORT ST. LUCIE SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 92 \ / \ \ 2X4 SPF BLOCKING / / Job Information: NEXT TO PRE-ENG. TRUSSPF 48" O.C. W/ (4) 12d (4)12d WHEN IT LANDS*EDO \ \ BETWEEN TRUSSES \ EACH TOP &BOTTOM OR H5 OR \ @ 48" O.C. MAX. (3) 12dS WHEN HCLR/LL IN PLACE OF (4) 12d B S12'$ REQUIRED @RAFTERS GREATER \ \ / \ / .` THAN B'-D" \ 2x4 SPF BRACE \ @ 48" O.C. - NAIL w/(4) / \ \ COLLAR TIE 12d AT EACH END & m SHEATHIN -- RAFTEREVERY rtl \\ALTERNATE DIRECTION2X4 BLOCKING BETWEEN CBBEVEL CUTS\rlTRUSSES s W/ (2) 12d NAILS (OPTIONAL) ® EACH END. CON. EACH BAY a O B 2X4 SPF W/ (2) #7X31/2° / / TRUSSES <ALTERNATING DBWOOD SCREW EACH TRUSS OR HS @ 48" O.C. / / SEE PLAN — I F I F • O 0) 41 BLOCKING / / i OT M PRE{ryG. TRUSS � D] CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SH THING CHORD AT ALL HAND FRAMED AREAS TYP. / / \ \\ / / / r � >j ) SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / r CN 2X4 P.T. BLOCKING BETWEEN B USP MP4) @ \ \ / / i O _/y�I Uj M 0 LL TRUSSES W/ (2H12d NAILS W DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM AT 8'-0° EACH END TRUSS MAX �(-jE 2x8 RAFTERS MAX rOMMO 2'-C" ON CENTER \ \ / / \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES Y V O ui iO '�/'� J W V / V / Model Name /Number. C RIDGE BEAM TOENAILS TO RIDGE BEAM TOENAILS / ®24" O.C. MAX.W/ - 1512 WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT M 2'-0" O.C. MAX W (3) 10D \ \ (3)12d EA. END (TYP.) / •\ SEE PLAN CONIC. MASONRY COMMON TOE NAILS TO RIDGE BEAM I 2X4 CONT. AT STEEL OR WOOD y Plan Issue Date: T & B CHORD BEARING SUPPORT ZVI TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SAC Fnclay, May 22, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KAPROJECTNUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION ° m 20-3505 2x4 S.Y.P. T Sheet: Of: @ 16" O.C. 0 T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON WALL DETAIL j N°T.S. ",° ROOF FRAMING -BEARING >z AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predniling 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 CONTI AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. R" a" SPA EVE 6" 61, 6" 6" SINGLE DOOR 0 f SINGLE DOOR W SIDELITE R" 6" 3„ v 3m 3m 3m 3„ 3m ff III ill f I ? f 3„ 3" 3" 3" 6„ 6, 6m 6n DOUBLE DOOR W/ SIDELITES pA /E g ;PACE VENLY i" Il G SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED O m 4" DIA, CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z 1 Ill ILI Ill. II° 1 f Ir - Ir I o z 1 ' ° 04 16" MIN. DIAMETER ! CONCRETE FOOTING 1 PROTECTI N.T.S. 3" SPACE EVENLY i a� SEALANT NNL SHINGLES W/ 310R 12 GAUGE ROORNG NAILS. 3/8' MIN HEADS.6 PER SHINGLE. wit °seal 7" ato use in 5th tows pW^" Soo Oo-vs"c"u�sa ' eaves about 1/2' If Jdp edge is used orabout3/4" if no b,lp edge Is used. ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: _ MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL FIMSH AND EXTENDING A 1 MINIMLM Or e" ABOVC 6" X S" H GA-V. VERTICAL RISE OF FLASHING KTENTRY CAL WALL FLASHING CONT. AT IWESWALL PLASTER STO ROOFSEALANT S SHINGLES FLASHING DETAILS NOTE! THIS DETAIL IS REQUIRED \ 61Asn vc AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS " 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU " N THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16'I 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 2X WOOD FRAME —, BY OTHERS SHEATHING--, BY OTHERS CAULK BETWEEN -- FIN &SHEATHING EXTERIOR - - FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDt W HEIGHT EXTEitTOR 11/2" MINN. EMBEDMENT —•00 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S EDGE `ICE I '114" MAX. SHLM SPACE' Madmum+Falte Falterer Spacing Wall Framing: (Jambs, Head and Sid) N25prutt/pine/Fp t 1" 8" t" 9 --..l. _-y°.._._, S" , 4": Orbeber. Sitcoms Co XI-1/2" Sam Minimum Penetration C rom Section V ew Mnlrinwri F%f/7 ] frx (/ , .. . sitcoms E#erior Sheathing , r v v,, MI D Or e vrap may De P"sla0 Da K nor 1nXW1on, pot plea&¢= tta vlwrap to plc ec r't ocks Twi sc a bei a' a'e da'lage unto co v .lot a complete. Steel Measure to be sure the opening is 31W to 1R" impor than the window all both veNmlN and horizontally. • You may wish to predrill the IMllatlon holes in the fin at this tine, Via, drejawatW ta'esm 1I andupoiM rx as ft se wpy Step 2 Apply a gareras bead of dlkare ro the bedside Of the mounting fin. Use enough si icons W sufPiden ly fill all wills between to fin and Me wall sheathing. Step 3 Insert the window afro the opening from the oulo de. The wndow is labeled "Inside" and "MtAe", but tl three lobes have been removed, the lace bead should alw " be to *e inside of the building, Step 4 Irv2at shims under the at, adpsting them until the units plumb in the opening. Shims Should be installed under he sill may 2 feet. The window shaid be basically comeretl In the opening with is more than I/4" gap between the window and wall Step S [rotate a10x 1- 2'soew 4" from the caner of the fin at each and of the had, sit and both iambs. Stab Iistat to remaining faskiers in t"irxremes;from the coma, screws W the center of each frame member. Usecamnottoowr- tlphtentlewewsandpollthemthmughthefn. Also, make sure the screws go in straight and do not muse the flame to bow. Wall 1181 shah be a minimum of p2 Sprure/PIrWHr. . Fasteners should be 010 screws of suffident length to a0 a 1-3/8" penetration Imo the wait and no less*an aft" from edge of fhaming. Fastener mantles needed In each side of frame to achieve 8" smadmo Step 8 If desired, a foam insulation can be applied to the interior gap between the window end well framing. If applied, poor must be the NON aMI AIDIN6 TYPE FORM. Step 9 Sn l these widows are gpiragy used in roams with nigh molem, k, bathrooms, it is recommended that the interior gap between site window and wall framing also be sealed with sllimre and tooled W as not * interfere with the installation of wallboard We or trim. Step 10 Once all construction is complete, remove the bubble wrap from the Inside and outsside of the wlMow. If necessary, dean the Manila with a ad debargiou and warm water using a soh cloth. Failure to follow those 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 # Pp Method Roofing: 1st Choice DADE COUNTY APP. IKO IndustLtd rues, Cambridge AIR a NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS - Florida Metal FLAMC0 MHCd FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.J. R-1 Products Ina "Of event" "FROM EDGE AND 4" O-C. T-rPICAL MAX, ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPUED AND FL12328-R8 PRODUCTS LLC TTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIAx 8""J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8x7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA 7RUCORP. FIBERGLASS OR 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 THERMA TRUCORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTEWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 461. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 Pco The Ta Group7" Sta ered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1112" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd ChoiceSHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fill SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1'/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 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 S SERIES ERIwinE +50.0/-50.0 MI WINDOWS Picture S 114 ENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 14 Horizontal FL 15804.2 NI-1926 MINIMUM EMBEDMENT WITH 1- MINIMUM EMBEDMENT WITH" MINIMUM M. EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1 k" 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 1 +55.0/-35.0 1 KAYCAN LTD 8" BEADED VINYL 1 0 1/2" NAILS SO" O.C. IN 1:FIT FL16503.4 R-3 Hurricane Panels: 24° Ga. ` 20 MALE PANELMATE W HURRICANE STORM DIRECT MOUNT. TOP /4`"- 46 PSF EXT/ Galvanized / FL16293.1 1st Choice q6 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12-F2" O.h. BOTTOM'/4"-20 SIDEWALK Panels BOLT w/ POWERS CALF( -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 fr6 F. all t 0ro00 2 83, `E5 OSmM1m m ti Ci � y III s` wa !al I1J � a 11N, 3 Y m W mm°o aRw gS� a Bin' g9 y�ti� Zn�Zmm Or in m a q v g O Z Or U O O N � � y vi ❑ ❑ ❑ 4�e-¢ WJ✓wTDSCNGcOMa Z 1- O Z m a Z o a � o Z y � 0a v ( u, inE Ua — N Q w o Ln of m to OM t �m U 2 N E w opo t I,: a = Lo CIO a m o wo IQ'.....m PDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: IIX 0 0 Z -0 L0 W O � m M z a m MIII o � a b Gi M o .IMw(1) In Tj Model Name / Number: 1512 VI Plan Issue Date: Friday, May 22, 2020 VI KA PROJECT NUMBER: 20-3505 T Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS _ FOLD UP WEATHER NECESSARY IN CORNERS THROUGH 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. R703.18eneral. Exterior wells shall provide the building with aweether-resistant exterior well envelops,The exterior �RESISITIVE ------ WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4, A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE - d EXTERIOR SELF -ADHERED FLASHING 10 3/4"•1"BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in :12.0 in SELF FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) -ADHERED barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, ' WALL BY IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHINGPRODUCTS DETAILSR703.2 architectural trim and embellishments such as cornices, soffits, and fascias. Water -resistive barter. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 U 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 2InchesBARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mail. Where joints occur, felt shall be lapped not less than 6 inches (152 man). The felt or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) jSUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING 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 RIM JOIST Refer t0 the number marked as ® in each detail that corresponds to the Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the resistive barrier above header to allow for Hashing installation water -resistive 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list of instructions below: harder is directed between the layers. resistive barrier & Fold weather resistive barrier back over head flashing and y PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 9 g P Exception: Where the water -resistive barrier that is or P applied ever wood -based sheathing has a water resistance equal to greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper nomvater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize y ) R703A Flashing. Approved corrosion -resistant flashing on g th shall applied a manner to prevent entry Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW [Wpol SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W P03 scoring cuts water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes in pal framing p a used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wail 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 912, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum ) Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 71.4. The flashing shall extend to the RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: EXTERIOR SHEATHING ---- 3l4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED ASPHALT 6. Fold as Shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING Angle may 7. An of comer very, g y ry, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) I' 8. Mechanically fasten as necessary Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings SCORED shall be installed In accordance with one or more of the following: COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, �v (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASEPAPERTOEX CSE AOHESNEAs srlowN) flashing instructions m details are not rovided g g provided, pan flashing shall be installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drains Openings using q drainage. p gs ng pan flashing shall z s ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance With ether approved methods. SELF -ADHERED FLASHING O \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V 2 z 2. At the intersection of chiamays or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING S sides under stucco copings. NAILING FLANGE 1 OO 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER BOTTOM NAILING 2 $ SEAL TOPS OF JOISTS UNDER DECKING 7 2 6 7 4. Continuously above all protecting wood trim. FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood•hame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWPO4 WINDOW SELF -ADHERED FLASHING DOOR WITH DECK p APO C V V J SELF -ADHERED FLASHING , A rPO ^ VV v HALF ROUND EXTERIOR INSIDE CORNER 7. At built-in gutters. SELF ADHERED FLASHING DECKPROTECTOR SHEATHING -` 7/8" Cement Plaster / Plaster8" Cement in accordance with In accordance with -- SELF -ADHERED ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance \ \ j SELF -ADHERED FLASHING DECK PROTECTOR .r _ with ASTMC1063 .: with ASTMC1063 Building Paper Building Paper 7l16" O.S.B. ,, 7/16" O.S.B. sheathing �', sheathing j DOUBLE , ' SINGLE 1 JOIST i'i Metal Keep top edge JOIST - SELFADHERED FLASHING �� Flashing of weep screed G� SELF -ADHERED FLASHING j 2" below top of 2 31/2" block 3" MIN J Unperforated, 4 Flange 7/8" Vulcum Weep Screed m O 5 joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER ,n' t/ y APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN 9' Weep Screed 1 1/2" t0 2" 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1 /2" Cementitious Decorative Finish o • • o, All inside and outside ill ••••O• EXTERIOR WINDOW UNIT needto be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER in accordance ••,o• o•••, butt joints need to SLOPE SLOPE with ASTMC926 becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm : 30.5 cm) floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR .. CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 10 Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o Screed Plaster over block EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ $ Note: O The building pap(Ar and metal lath must be installed over the top of WEEP SCREED DETAILCEMT. FINSH WNDOW HIEAD WP10 SELF -ADHERED FLASHING CEMT FNISH WINOW SILL 1 FW-P +� n W P the SCALE: NOT TO SCALE CEMTFFIMSHRPARAPET WALL I L Weep Screed. I 1a``tetur rrrgs gt 0 ORR O ♦♦1 � . J.•f g64 +J. I No ,.- '. TE OF _ W N00 g W LO OD 00 La ' x8e Qoa'' x:x i 85iw gSQ�Wm b�m m�i no uJ 8 U Qv¢u.� w 2gog Q t91�m� o_ W 2 a ? cmaa Z 2 O i 5 n�� e,1¢ m CI W DD on � s�$g-s Z<v i a8e9 ® Om J O N i a 2 O O • �v.BF§ W r$ a5 WWW.FDSMG.CON ❑ ❑ ❑ Z M n o i N m Z ro 0° [V'/) 0 J LL (L r Q i Z Q tit c.9 Z N 4- -- m S-. C) o �rM1 w 'yo' V) ZD rum U rum w Op o U v 0 o a Ct 0 &DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 I..L 0 z 0 LU �� to M 00 a • • MM rn m Ip Z 1 C.)W Lo 0. OJLLIZ:) M, o J m (%) w Ln VT Model Name / Number: '; 1512 VT Plan Issue Date: I Friday, May 22, 2020 VI KA PROJECT NUMBER: 20-3505 ' Sheet: W P Of: I I WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL M*a R wrs�xi L�><dl u 10x6 1wcd 14x8 1wcd 135 180 5" bath duct to roof cap w fan—li ht C� 18x18 rag 14x8 1wcd " j 70 cfm rAT �195� _ — _ g° 6> I I 8x4 1 � cd 5" bath duct 6 �— 4 f 18 rmg 18x18 fbrag 6 t0 roof Cap 6" 10x6110wcd w/70 cfm fan E�._t3�lri =, ----- 10x6 1 we 4 �- 50 4» BEDRGQM ' 8x4 1 wcc 40 80 wcd 6 10x6 1wcd }I I1 4+ ill 70 ---------------- IL -.-:'' {�- 10x10 rag 4" dryer duct to roof cap 5" bath duct w/dryer vent box Lft el Ac� F to roof cap w170 cfm fan 4' i 8" on - i----------------------------------------- i• d7: NEIMI • a NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE RCOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 t lA II ------------- ------ 12x12 rag 10x6 1wcd 130 v s 0 O \s-, O O N o U s O � � O Must have a minimum clearance of 4 inches around the air handler per the State Energy code All duct has an r=6 insulation value.