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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS ` R318.1 CAST IN. PLACE CONCRETE CODE CRITERIA . PeYt�inH 03en TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE t •St2 kucie aunt 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" - Y BARINGI I PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, I PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (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 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) 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 PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX T- OF THE FLORIDA BUILDING CODE Bth. EDITION (2017) IS T01 1. CODE REQUIREMENTS:. IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN.24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRIENG H IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESEI. ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPL CED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B)LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH A 1900 PSI (f m = PSI) - " PROVISIONS OF THIS CODE. - 2. CONFORMING 7 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH AMAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. X LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR D LA N 4• GRADE 4,0 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, .ROOF RAFTERS LL/180 TL/12O LATHWOVEN MATE LATH SHALL ATTACHED TO 1"CORD SHEATHING WITH LONG. CAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE PACE. .ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/16" HEAD, OR 7/8" LONG, 76 GAGE STAPLES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRC R703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I- JOIST*** LL/480 TL/240 _GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN PLASTER. B. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PIASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER PLASTERING 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. +++ TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. It, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY O iS TO BE APPLIED OVER WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) I SHALL AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL WOOD -BASED SHEATHING, L ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES SEPARATE CONTINUOUS LAYERS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL CONSIST OF ONE OF THE FOLLOWING. LAYERS. THE BARRIERS SHALL S SHALL B USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. E TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCOO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 31 37 1 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON. PLAN CONSTRUCTION. 9 ADDITIONALROOF, WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING • AT WALL• AT BUILT-IN GUTTERS. DECK: EXTERIOR OR OSB PLYWOOD GC/GD, FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE..1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124MPH. EXPOSURE CATEGORY B BUILDING RISK CATEGORY H BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- OAS 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 HEIGHTS 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 - '0 28.8 0 34.4 0 50 (+) 24.8 (+) 24.8 4 Q (.) 27.1 0 31.1 1-911 5 5 (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 Ilk DIAGRAM GARAGE DOORS* SOFFIT 9'•O" x 7'-0" 16-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 6 5 ELEVATIONS " 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET 2 WP WATERPROOFING DETAILS M-1 HVAC g J`�`11O14Tof aaa E \�Q.\O�NS� Saa`y o ?:` Nc 876F v 'm N o C4 5 e , SKATE06 ww L (��\ poi 4b'�� T m ram, CJi464I y44 � a d c { ffi I t9 m V 8 � flg. E c aw N 00 fJi G' fii BOTI'OMGHDRDLL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES �8®%IL ST UCTURAL PLAN SS ES BOTTOM CHORD DL 5 (PSF) a $ w Q LL I9 W PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER @ W 13 a a oW.' 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING P � � o 6a 2 0 a 9 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y w a h ut s 1 a m m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 PSF) COMMMENTS o a.P WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF)' k.g 0 8 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) a I W tai 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 3 61a THE TRUSS.,MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. y ww,v.�savc.dOnl 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF' Z AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) M 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) Z 9 �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) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) 3 m UPLIFT CONNECTORS FOOT NOTES z 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED & A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG $ 4l O $- TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. m W F III f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A q W NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR _ E HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. u MORE INFO. H 1J V - $ v Vw o w o Ln FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: V) 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2- DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these 1O u�+ o` CS! E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" 11TEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN.. documents that these documents be accurate, providing Licensed $ c. 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 16 i ?: m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to �, U �'�Qd THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY 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 - ¢ o P4 m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 67H EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY A responsible for any plan errors, omissions,or misinterpretations A DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 6 0.: 'DIIkMB.. HQyIicS 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (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 4.. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 'A"x 2'A" TTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, WHATSOEVER. SAFELY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O information found'n the la FLORIDA CONTRACTORS C S NO. C C 33 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) WSM16 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 Assurer I se plans should be directed to our Quality .fo RAC U EN E R 1 0146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" SUS SCREWS AND (5)114". x 2 1/4" TITIENS 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 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer a, without advanced notification and approval by the GULFBREEZE, 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. � MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the a 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 DOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ♦ lob Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 5 MASTER REVISIONS o � N DATE DESCRIPTION m Q LO DAMS HOMES z iLIJ L U Of Northwest Florida® E 9 m CN z E- Se N a T - p_3wZ) TrI h J m Ui a LP ♦ Model Name / Number: 3000 GULFBREEZE PARKWAY GULF[BREEZE, FLORMA 325632508 aotx�- N ST. LUCIE COUNTY B ILDING DIM' � _VT Plan Issue Date: REVIEWED FOR CO P TAN E I REVIEWED BY p i a Thursday, May 28, 2020 DATE__ Z ♦ F KA PROJECT NUMBER: ohm Mo" DEL 2508 3CIFSITE OR NO INSPECTION(S) WILL BE NS AND PERMI LIST B KEPT 0MADE I 20-3502 Y T aSheet: � Of: c COVER SHEET 2" VTR C/0 TUB W.C. LAV. D.W. SINK LAV. 311 4„ 211 VTR �I GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR HBERMIX, OVER B MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FFG DOWELS 17" EMBEDMENT W/ 25"EXT. ABOVE SLAB. 4 CONSULT W/ MANDE SPECIFICATIONS PRIOR TO POURING OR. RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12- PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1.557 ( MODIFIED PROCTOR) IN EQUAL UFTS NOT TO EXCEEDING 12%THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" XCONr. 1'-0" 2 #5 E.W. BOT. 2000 52.0 2'-0" X 2'-0' 1'-0° 3 #5 E.W. SOT. 7200 F25. 2.6" x 2'.6" 1'-0" 3 #5 E.W. BOT, 11000 F3. TT-O"x3'-0" 1'-0" 4#5 E.W. 507. 15600 F3.5 : 316" X 316- 11.0" 4 #5 E.W. BUT, 2150D F4.0 4'-0" X 4'-0- 1'-0" 5 #5 E.W. SOT. 28000 F4.5 4'6" X 4'6' 1'-0" 5 #5 E.W. BOT, 34500 FEE 51.0" x 51.0" V-4" 6 #5 E.W. SOT. 42500 Fi 8'-0" X W-0" 1'4' 7 #5 E.W. BOT. 81500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING M - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2" VTR LAV. 2" Mill. 311 L.T. 4 LAV. WASH. W.C. TUB PLUMBING RISER NTS LAV. `W.C, TUB i TO SAN. SEWER C/0 L SHWR. ---------------------N _______ --- --__ I rF ------ --------------------_ -_ --__ __ ,_----_- TUB/SHWR �; .. F3.0.. 4" PATIO SLAB ; �B BBE q FMOl ��--- W/8'x8"THKN FM01 ' iC 3.1 i------- - ----' I d in 3.1 EDGE I I iv Ir I I R - 4'_5" 2'_8. W/C I LAV �`. 4"STEPDOWN o m r 1 )Y 'I° I� LAV I I ' It 6 / \QQ i 1 ' FM01 I T c SINK\( ? ' " ' 30-4 8'-7„ I , ■ I i I , , 1 • � r ogo 1 �I 6 p7_i_ P go In Ir tl IP tl �i ■ ; EU� �� LLB JJ � - LAV LAV 1 I I o I I FM011 6.8" 1 2'-10" 2,,8" b m 0 , 1 LAV HVAC (O I I , fop , i Ir adm" 'I I I LL '1� I I li W/C i -___ ' rII ' i —I�I i i TUB ' F.G.4' I - iv a Q. N I y '1 117 I i.''------ �: - "-___+h-.i ;,.� TL .A IISHWR II M 4 - i -- -2x6.4y`-- —_J op PROVIDECHASE SZS111j111 1 `,- I ----.--------- FORHVACUNIT 1111 W/c �'-'� ++., ------------� PRIMARY A/CLOC.IZS_1 PERMITTED BY I _ _ _ _ _ _ ' J r, _ _ �.. ti F3.0 ' AS IZZS N LOC. ORDINANCE i.?nIIDRYER 7'-0"I Y — 5 i i i LSS'iitiiStli tt I o TUB/SHWR i ' o D III ` ;111 Sttt o 13'-10" yy MR III`�i 7'-0" c'I --------- - `------------ - I III I ♦''Ill i1_i1L ��' i `------------ M -- ` iiii I 4-JLI: I, --ti _-- --------- FM01 '. *m � ■ ■ - - - •---' 4" STEP OWN •-------o-- --------- • ------ i o ~ -. FM11 4 - - --------------- -----------' ■ :-+ - ■ m `r 3.1 N i ■ I ■ ■ ■ 4" STEPDOWN , ' , F3.0 ■ I .. I 1 ' FM01 I ' 25'-4" 3'-4 ._2. 7'-0" 2-?. o.Loq , m J I a I , 1 , FM02 i FM02 ,3..1 , I I 3'.8" 7%0' 3'-8" y J. SEE NOTE 6 U T— 1 9 �0 w Q I io ----------- - 4 Z E�o ' W - --- ■ I - 2 FM03 F.5 ■ " F2'5 FM03 TFE-5� 3.1 " HOSE BIBB , I 9, 4" 5" 8' 8° 5 13'-4. I. 4 � FM09 i aQ I ■■ ■■ FOUNDATION PLAN SCALE: 1/4" = V-O" ELEVATION "C" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L.L O z W Lo O > m O) m N 3 a. Q _1 LLJ Z LL J m (n (1) 00 VI Model Name / Number: 2508 Plan Issue Date: Thursday, May 28, 2020 VT KA PROJECT NUMBER: 20-3502 Sheet: 3 FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SI OPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GW ATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION S. REINF. OPTIONAL CURB FOR VARIES GRADE SEE. PLAN MASONRY @ ELEV. O'-D" ("+r."—F.F_ _ _ — �: ,x W/ (1) - #5 BAR CONT, .. °i / x� �'' �.; °• ,•�, REINF. N ( 2 STORY: 20" X 20" W/ (3 #5 CONT. 16" (2) #5 - SEE PLAN REBAR 16" I (2) #5 REBAR BEARING v FM01 SINGLE STORY FTG 1/2"=10" FM02 SECTION @GARAGE 1/2"=1-0" REINF. #5 REBAR FM03 I THICKENED EDGE 11/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. N. FLR. ALIGN DRIVE W/ BOTTOM OF c � (2) #5 REBAR RECESS &PITCH DRIVE cv 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2"° EXP W/ 3) - #5 CONT: 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. FM09 'SECTION @ GAR. DOOR I 1/2"=T-0" FM10 I INTERIOR BRG WALL 1/z"=1'-0" ///---2x BRG. WALL 2 STORY: 20" X 20" / (SEE FLOOR PLAN W 3 • #5 CONT. / FOR MORE INFORMATION) REBAR FM11 I STEP DOWN BRG. 1/2" =1'-0" — -• - OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" z °W SEE PLAN ELEV. 0'-0" WITH CURB 0 w ' .TYP. SEC. (1) #5 BAR CONT.- (G.C. VERIFY) m 41 i i I r F.F. REINF. �p "• ► (SEE PLAN) d 2 #5 CONT. INSTALL LINING MATERIALS PER °, "- ' y N 2 #5 BENT BARS W/ °' FBGR P2709.2 MIN. 25" LAP SPLICE ~ MUDDED FLR. 16"° SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER .1/2- 1-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF SEE PLAN PIP BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ro #5 X 25" X 25" CORNER BAR ONE cw E FOR EA. HORIZ. REBAR, TYP. U.N.O. - ti '.• ':: ; i FM19 I TYP. CORNER BAR DETAIL 1#5 REBAR A/C CHASE—d 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (ft) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2STORY b 1 STORY b 2 STORY O'-O"-2'-O" 81, 10" 16" 20" W/ (2) #5 BARS <674# 6'-6" 1-0" 10" 20" 24" W/ (3) #5 BARS 6744 514" 13'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 4S" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. RC: SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR— #4 TURN BAR 0 STEM WALLS. GREATER THAN 4'-0' (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. B RN GRADE 8" MIN. TO TOP OF STRIP FfG. COMPACTED CLEAN FILL IN MAX12' LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE IS SHOWN) s COVER U FMASW I STEM WALL SCHEDULE 1/2" = 1' - NOTES: 1.. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 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" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-O" INTO SLAB/ STEM py 3.IFSTEM 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 "16 FILLING IS TAKING PLACE .c 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" 1s" h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'.0" .c TALL (TYPICAL ALL CORNERS) 8.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. 8. 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 v c E E m TOR ems` k N 6 FS i J .' g79gA # S CL <) �• 1 dddd/lll 11 lill'1 '. If u*s N tD 00 U OD 58,d ££ r tlm 7-isiCN W IL o a fig a� <2n€� Ev�sWg� SEm N g ,x WNW.PDSEN6.00M ❑0 ❑ co" T �0 /1i//' Z 0 - Q a ¢ l�J a V / �� 11� � o E • l n �V ° W0wO c m ul w ONE Lo ¢ V, m Ilm AEWA\r%ARHd= YA■r tJ.iQ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O F zc � W 0 12 m / m a 3 U t-Um C-4 d a J m W Model Name / Number: 2508 Plan Issue Date: Thursday, May 28, 2020 KA PROJECT NUMBER: 20-3502 Sheet: A 1 Of: ■ FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 X 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000. DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP, CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,524 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 z 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED /' CM n I 1 I IId♦ -FOR D/W FAN PREWIRE" / U i Ld N /0-- II fl , INSTALL FAN � � ` ♦♦ \ w BOX PREWIRE p 5 WP F GFI � O � .,, ,..' � ♦, '.. 3 O r— o �1 II I =man L -- L, Li J iJ 220 W.H. R�E;220 I ----------- ELECTRICAL GFI PANEL 0 42" / ' \ I u INSTALL FAN BOX PREWIRE — — — — — — — UE ,I ll INSTALL FAN BOX PREWIRE 0 INSTALL FANN13__r / " __4NSTALL FAN BOX PREWIRE BOX PREWIRE GFI 1 CM 1 1 GFI. -------- --------- y GFI' 1 ` ;> ' 1 ♦ IS 22 - FOR HOOD FI � ' G�I 1 1 , ' _® ' 4j5r'{ej I 1 INSTALL FAN IBOX PREWIRE I \` I \ INSTALL FAN BOX PREWIRE NOTE: I , \ LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE WP , 1 \ DOOR IS PROVIDED A DISCONNECT SHALL I GFl BE ADDED AT METER LOCATION. �' \ / ' ATTIC ELECTRIC , 1 I I I ,{-(� \ ♦iv IF REQ D BY CODE \ , ' ' ' 11 , L / " ` 11 11 11 GR ,�- - - 0 42" i BMS I i i BM3. II ' II GFI II II I� I1 GFI FOR GARAGE NOTE: / DOOR OPENER KEEP COACH LITES OUT FOR GARAGE OF BANDING, QUOINS, AND ■ ■ ■ ■ - _ DOOR OPENER ---- , ROUND COLUMNS WHEN ,_______---------------------- I POSSIBLE, REFER TO ELEVATION ' I , FOR TRIM. I I 1 I I 1 1 1 HOSE FI BIBB 42" ; I 1 1 I 1 1 1 COACH LIGHT COACH - ---- - _ - _ - — - ---- 'COACH LIGHT - — ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "C" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"ARE RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCis (ARC FAULT INTERRUPTERS). C�BINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70.14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2D34, 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 PLUGIN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 1.3. ADD GPCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OFASINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 10096 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 $DM DIMMER SWITCH �lI FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n L1 -n U g TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT In ' � DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT c=i 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL lT.V. CABLE OUTLET L DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING IS THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING (�- BATH FAN W/ LIGHT I C INTERCOM SYSTEM �I®' L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND. WITH ELE% CAL CONTRACTOR 200AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT Vb) CT A/C DISCONNECT UNDERGR POWERSERVICCO# 14 COPPER TO LIGHTS AND OUTLETS POWER CO AL #12 COPPER TO APPLIANCES AND GFI - # f0 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM# S TO HVAC BONDING TERMINATION4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N N 04 00 N co F= ti l?� F m P T6 t� Lo x��MN�Cj LL ILL LL W J(,9lN Zp LLl Ic s Uj a u F life Ba az °'�r] G2H ` z o g103 =5 W� ; 0 0 s eo m � s W 10, h.� WMV.FD8ENG.00M ❑ ❑ L+ U m Z M o y Z Z� c Q o a � — QQ� 5 V) ( d 4-J g y H 4 E E V)w t +411 0 c m 5 Lo 9 ~ V 2 N E SI� I. c y V Lo DAMS HOMES 6 �� FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: fb N 0 S Z 0 1-4 Lo a LU +j2 U M E a4) m 04 m Z S U W N d L o Lu o y J M cn (n 00 w Model Name / Number: 2508 Plan Issue Date: iThursday, May 28, 2020 JVT KA PROJECT NUMBER: Y 204502 Sheet: Of: ti ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF/ 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust O 00 OP OF BLOCK W' HEAD Hat b ao 10 iP FlN. RA. �P OF BLOCK W' Op ". nW ROaE V TOP OF t11.00 0 LITE TEXTURED °J ;D 23 SH CEMENTITIOUS COATING 25 SH — _ RN. FLR. RIGHT ELEVATION IIC11 SCALE: 3/16" 46" OFF RIDGE VENT 48" OFF RIDGE VENT 12 6 48"OWRIXiEV TOP OFaLOCK W'DOW HEAD HOT 0 m UTE TEXTURED CEMENTRIOUS COATING FIN. FLR. 25 $H 25 SH TOP OF BLOCI D-OW HEAD HGT FIN. FLR. _ _ _ DBL 25 SH _ _ _ _ _ LITE TEXTURED 25 SH CEMENTITIOUS COATING W'DOW HEAD Ij W _ FIN. FLR. DBL 3050 SH 2650 SH 2650 SH _ lail-YJ 0 60 REAR ELEVATION SCALE: 1/4" =1'-0" GT c IX 01111 NEW MEN ININIF1 mini IN ME mini 12 6 48•CEF ROCE VEM I 12 6 Soffit product provides 4.12 net sq in/sf Ridge vent provlde5 F 18.00 net sq in/If Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 ft S.F, of Area to be vented (SF) 3520 s.f. Total needed for exhaust for upper 1/3 845 netsginches Total needed for intake (soffit area, lower) 845 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge. Vent needed (can be used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S.F.provided by plan 223 48"OW ROCEww LEFT ELEVATION YpC SCALE: 3/16" =1'-0° _— i , y`�sa s�L TOR�� ®i0 4 A�ID114a ) r ) I L I >5 NO d go��e � �m m ti ONN !Ji m d m�vmZ W Ww Z m 2 ¢ gz a� 3 Z 1 g� 9g �. IP Wp m cc O Wm ? m 3 4m g" tNa xa : as FE LI v_I W U ❑ i ° �!'m VAVW.rDSENG.COM ❑ ❑ ❑ i m o i Z .O Z m — o d Y Z a I 2 g v m i w 1— .0 a� O w I t/1 c on _ U L°3E w Op AL 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 OULFBREEZE PARKWAY 4ULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE jV Job Information: 0 L1010 .L� 0 LO z �LO w NL i U M N 3 E z 1-`SUm C4 mow= VI Model Name / Number: 2508 Plan Issue Date: Thursday, May 28, 2020 KA PROJECT NUMBER: 20-3502 Sheet: Of� I 0 ELFVATICNS - C F1111= SEE DEl G.C. TO PR( BLOCKING- W/ APA RE( FOR SPAN F 7/16" OSB, SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 15 THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 1 TBO3 USED, THEN THE ALTERNATE IS NOT REQUIRED AT HIP SE EQ. O W O -CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- o IVIDE DETAIL TBOI � 0 COMPLY AMENDATIONS _ 'qo - - - 'ATING OF - _ 4 DGE v DETAIL 9 i w 4 m GF O � � EQ. 5/32" IS BLOCKING CTIONS TOP & BOTTOM CHORD GABLE END BRACING 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOa REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. 2 L---------------------------------------------------- ------ I 1 I 4FT. OI xl 31 O 0 I 1 I 2 1 7x' x 1 __________________ _----.-_-------_----7 �I 1 5 F7. O i O 5 Ft. 4 FT. � 2 2 4 FT. O O ♦` O 4 FT. O O 4 FT. O ROOF NAILING ZONE DIAGRAM O.NAILAT BASE 2 ROWS@4"O.C. W/ad COMMON NAIL ROOF NAILING SCHEDULE" O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O MAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS &NAIL. @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O: PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE W/ 8d COMMON NAILS @ 4" O.C, - 7/i6" OSB MIN (SHINGLES) SPAN RATED 24116 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN A3i" X 2 1/2' SHEATHING MAY BE INSTALLED VERTICALLY OR. HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAIUNG 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 16GAx 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" 038 (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE 11 SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2xRIBBON y VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM FAI I) \: B E 1/2" II II II II SOLID2x BLOCKING @ ALL111 11 11 SHEATHING 40 I II I I Y1111111 EDGES (SEE 12 a~J C SECTION X-X)OPENING II II 11111 III 11 II I II II Ilf III III - - IN It it IIi II II II 1 11 II II 2xSTUDS ruo w �q .� -1r I if II 111 BEYOND. III 11 I I1. 11 It 11 1 SEE PLAN o� II II I III II I I I �? 1II IIII II II 1 II 11 11 11 1 1_I L _ y 1 1 _ J, _. IL_ - .LL I ~- 2x4 P.T. BASE PLATE BEYOND HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM "S" = NAIL SPACING Jp� ��OpM_ O �; o �nw2p~ N W u, N L_ AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING s 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. TRUSS PLAN 'ICI° SCALE: 1/4" -1' O" 0. SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS SPF BYP 00INNECTOR8FASTENEERS WE SNP 0 FRAME TO HETA%W(Iol(kl "X`OR T010 HTA16W(10)1NxIlWOR MASONRY HErAN W (9)1NX 1 tO" HTA20 W (10I1Nx 11/Y 1595 1870 B FRAME TO FRAME H2AAW(10)Btl NMl9 JOB NO W8tl NML9 7AW(101 ptp M © FRAME TO H10Aw/(18)1Nx112 1015 Iwo RTldAwkl7)lW.1 Vr 8% 1020 FRAME lD W(18)10d.l 1/2•AT2RYTRU0BCR 930 80 RTf&2W118)l0dX11/2'AT2PLYTRUWEB 935 IIMO OFRAMET0 MT612 W(1471Nxi12'(AT EXTEPgR 880 990 MIW12W04)l0dXl I/V TEXTEHIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) LOCATION INCwDE(3) IN TOENAILS 1005 11% OE FRAME TO MGTWP2)INNM.BAND5I8' ATA. W12• p330 MLN3T15 W(18)1NNALSANDdC AT.R.W MM()NRY EMBEOMEN W91MP90N "9EP EPDXY 3985 12 EMBEDMENT W91MP80N'SEPEPOM 33� N% OFRAME TO ITTS20W0400d. 112'(A7EXTEWCR IZdb /810 )IT1M20 W(24)INx11/T(ATEKT680R FRAME LOCATION NQUDE 912d TOENAI$ () LOCATgNINCLUOE (7)120TOFNA95 1236 IMD FRAMETO (2)HTS20WI48)10dx112'(ATEXTFRpR 1490 2920 (2) HTWM wr(4811N x I In'(4T IDRERICR FRAME LOCATION NCLUDE(5)IW TOENNl9 LOCATION INCwMN)I M TOENAIL9(FAI 29/0 3080 HDT.2WI(10)1NNA1L0AND(2)5W A.T.R. HUGT2W(10)lN NAILSANDQ)S/r A.T.R. ©FRAMETO MASONRY, W12"EMBEOMEM W91MP8CN °SET• 100% w/12'EWREGMENTW9IMM0N'9E7 7020 9190 EPNCY(HGT-3FOR3PLY) EPDXY"T3FOR3-RY) OFRAME H TO FGTR W(18) lfV x r SOB WOOD SCREWS Moo 4725 RFUSW(12)W83WOODWREWBAND AS MONRY ANDoDlWX5'TROLT9 ENMANCKORB (a)&640'WEOGEBOLT 7100 (1) LOT2 W(16) 1 Stl BRIEM FRAME TO auli/4"x 2-v4'TTIEN2 101614BELOW 17M Row MASONRY BEE NOT ®FRAME 2 TO MONRYI AS (2) LGT2 10(32) 1 N SINKERS B(14) IWX21M"llE RPLY T18399J 9500M 40B0-M RI LM72 W(32) IN SNNERSA 10) l9-xr V&WE,BO.TRPLYTRLI 1100.M 3100-M FRAME OR(28) 10d SPIEMMR FRAME (EA) e24Ds "F OR(32)1Bd BINKERSFORFRAME(EA) FRAME TO MASONRYI (2)LOT3 W R41114-x T SOS SCREWS 8(8) SR" x r TIMN(2 PLY TRUSS) 473DM %]Oi8 (2) LUOrd W(24) Ile x 21m WW5 SCREWS B(4)S XY'WBRPLYTRW81 SHIM 705DId 'FRAME OR(52) 18d MNNEEB FOR FRAME( EA) �'� BBBD.F OR (NJ 10d SNKERS MR FRAME TA) us8 Tr10.F n REAMTO HWIOOPT IPJC4tOW(18)iN800j1N C.Y26B3 HD4t00PT H31101Fw1120j 1N 800)1N G43080 © MA40NRYl (12)1/4'x2dP TiTEN (r0 MA6.) L9g80 U91138 Nvu a n2)1l4'x2114' TAPOONS RO RIM.) Oxitl'Yb UNI090 Or2III U9BSD FRAME OR(1£)1N8(6)IN(F0RFRANE) SYP-F SYP-M OR(12)l6d&NHIN(FORFRAME) BY" BYP.N ® FRAME R) IETAIB OPT(2) HETA20 i-PLY MT CR t920 t920 (2) HTMSOPT (2) HTA20 1-0LY Wn011NXlfld R 1870 ��� MASONRY PLY (12)l 2PLYWR2)tN 2385 2385 2-PLYwl(12)iBd 2430 HTSM10 w/ RRUM NAILS AND(4)114W Il' 96e 1110 M M10 W(Ml Dl N.ALS AND (4) IlCxI M" 1148 1225 FRAME TO TA� WEDGE-9O.T O "��� HTSM20 W(IMIN NAILSANJ(4)1/4WIM° 955 1110 OR TAPCONS HTWMI(1D)IM NAESOND(4) 1APxl 29" WEDOE.BOI.T t148' 1225 OFRAMETO P 1110SW(8)Wx1 I/ NAILSANDR)39'xa" 780 910 MASONRY TRAM NO TO DTl7ZW(8)1/4"xl l2'SDSW000 DTs_TZW(6)1M•x11R'W915MOD OFRAME MMONW SCREW9AFA 1112'B AT.R EPDXIEOW 1835 2145 SCREW9AN)(1)1/2'B AT.R. EPOMEOW 1510 1835 SMPSON"BET" EF NOTE B4 SIMPSON'SEP SEENMIN RRAMETO HR6W(2B)YN#IR"NAILS ANDIt)618"B H7TMW(2d)18d#1ITNAUAND0l 0 ��, ATR EPDXIEOwI81MP80N'8ET' 4375 50B0 5/8°B AT.0. �OXIEDWBINPBON REr 500.5 BEE NOT64 SEE MA HR J7 NAIL AND 'N41L9AN0(11dr0 INHMS I.EPDXQC ^.WfflMMPN0E MASONRY ALTRE CRIED ATREPDXIEDw/SIMPSON "BET" 3840 /235 AF9AT. d8°B AT.ILBOMEO4MILOVON °BET 4180 EE NOTE54 BELO BE£NDTEBa PRLO O FRAME TO FRAME N109WR4110dx112 NML9 ]85 910 LURTI W(23)Mxl llr HAA;S IRA 1N5 OFRAME TO HM9M W (a) V4'k1 1/2" BDS WOOD 760 710 RTIMM W 1%IN. 1 12' NNLB 8 MASONRY SCREWS 815) 1M"x2114-TAMOW (4) IN'. 11'TAPCONS 13% 1395 VGT W ne)1Mxr sDBw0009DREwsa OFRAMEM MMOMRY (1)WHA.NA.EPDXIEDWSMP90N"8ET" 8555 4940 W 12• MIN. EMBEDMENT (2)VGTW F32)iN°xr SDS WOOD SCREWS OFRAMER) MASONRY 8R)d8'OA.T.R. EMMEDWRIAMM 51TC 71% R)Er W IY' MIN. EMBEDMENT OX FAE S25 Wx(r10BOB 'W#O1O2D'39.00RW5A SWOOD w/(18) MUW151NW FRAMVGTW(1SC5)R1E/4W' 38(1)SBATR N(2M2)L19N8N11N) dLbr8BH0.TTT4.R 4150 O .FRAME TO R)HTrS w/(1@)15tlx2t2,VA11.985 sm (2)11TT48 W1821 tsek2l/2"rvML3 FRAME (U52'BA.T.P. (SEE NOTE WI 5(I)WOXT.R. IS IIOU p4) Aeueeu (`(IwC(�x(1w,N�cR 1. CONWCTALLFLOORTRusasMIWCMMBEAAINGW0o0WNLSIWAMSW(2)12d TOENMLS. 2. M TR1199TOTRUBSC WCTKINSAREMOVIOEDBYTRUSSMMUFAOTURM,UN.00NPLRI. J. GC.MAYUSE ERHEASIMP9CNOR1 CMNETX1N9.SMM MINGPL MRCOMCTORCA OW. 4. FOR SINGLE PLY TRUSSES. SCABON FULL IO:EGHTSYP412-W TOMLIN VERTICAL WEB W(2)ROWSOF IN NAILS @ 3'0.C. BTAGGEREO. 8. 12" MIN. AT.R. EMBEDMENT @ CMII BOND SEAM U.N.O. 8. SCARBEU08 CNOAW4'O"Zx SYPlY1(MATCN LI.MBER9IZE)W (2)ROWS IN@P FROM ENO84'OC. 9TAGGEREOSSIBLERAT CONNEC10R lACAE0N A9 MAR MTICH AB P09618LE. - p MIMMALCONNECTORUNOONFRAMINGPLAN I. CONNECTION FOR ALL ROOF IFLOORTRUMESTO MASONWWALLSILINTELS1 ICE WALLS UNO ON PLAN 2. CONNEOMATA4OR32.0.C.PENONGVERE SFORALLFLOORTRU50ESPARALLELTOMASDNRY WALLS MEDETAIL FM12901 FOR MORE INFORMATION S CONWCTCN FOR A.I. HIP JACK(CORNER JACIOTO MASONRY WALLWOFWALLSAINTEL8 4. LONNECTON FOTRMJ.COMIN0009 RIMROPM I'O TOP OF M0.RONRYAT,$"O.0 MA%. W(21 AT EK31 CORNER.LR.C.TOVERI TIgN DOERNOT CONGWOODJI(IFAPPLLDABL/(LAYOUT USM 5. CONNECTALLFIOORTRUSSE9 TOINTEPoOR BEAPoNG WOOD WALL/BEAMBw/R112d TONNLS O MINMAL CONNECTOR UNOONFRAIING PLAN 1. CONNECTION FOR JACK TRUSS TOWOODWiM OR BEAM © MIMMAL CONNECTOR UNOON FAAMINO PIAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR. ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT, OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'$ MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND 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 TNAILS 0 2'-0" O.C. SECUREJCHANNEL. @ 12' O.C. o r METAL DRIP EDGE + 2 x SUB -FASCIA o CONTINUOUS VINYL ® G.C. SHAD. VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"="-0" ®wY0� I� C o N" p -Ic O N Uj ct�.3 Uj t NN xT°Sz"iY4 i3+ip � 7 G a 1��gg�ogg m TD �. 00 9I cN4 g�gc L9 W YW E'4�wlLui.13 m In Eel z N ° IS 9 .+' WWW."MG.COM ❑ 110 Ti z N m h z" h z m a z Y s Ln '-A W F C E V i AIIB. u Ow C GO N E _ .. LL'rOr,.�, chi Uw�� h ® DAMS HOM®s v 9����-�� h np� O. FLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 s DIVISION LOCATION: PORT ST. LUCIE Z 0 Job Information: 2 m a m 0 N 0 N 0 o z s 0 a C LID0 LLj v o M > O N N Cmi. K t0 _ HCUm N OL nD OJ 'L'LVJ ^^l 'vJ�'^^ a o m 00 LL Model Name / Number: ti 2508 o Plan Issue Date: h Thursday, May 28, 2020 KA PROJECT NUMBER: Y 20-3502 s m Sheet: 6 Of: ti 0 ROOF PLAN A LINTEL BEAM: ► 1 COURSE LINTEL BLACK W/ 1 # 5 BAR & WOO PSI GROUT, MIN, 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- NON-SHEARWALL SEGMENT 0 1111111111111111 - TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A RLLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN, MIN. LAP 25- (ACI 530) \\\\ ey TOPOF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #6 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR BPS FOR 20 AND 2X8 WALLS - _ - g - ° DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELLW/30DO P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. l'. 2"x #2 SYP/8PF P.T. W/ (3) 1/2" X 8" -J- BOLTS OR X 6" EXPANSION ANCHORS OR (0) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO „ MS03 A ^^ ( XT/BRG/Sri^AR) WALL TO r•rA a N.T.S. 20" MIN. LAP #5 REINS BAR R #30R#4 REINFORCING BAR 43 .0 44 LAP SPLICE #5 STD. 90° HOOK #5 REINFORCING BAR #S LAP SPLICE 3CALEA"=V.0" 36" MIN, LAP #6 REINFORCING + GRADE 40 U.N.O. #6 1 AP SPI ICE MS051 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT RE UIREMENTS SZE TAPCONS SPACING. If ROWS 2 x 4 114- X 2=14" 12, D.C. 1 2 x 6 1/4" X 2%' 12" O.C, 2 2 x 8 1/4" X 2'A- 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ;UNETELS�___ ; (2) 2X P.T, > BUCKS W/ 1/2' O.S.B. h BETWEENIT- ' h FASTEN PT 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 N.T.S. C C Ee 103 O O M DEBAR AT TOP MIµ n) REOb WT CLVuR E ,, Ctt.LL •r•, aRaur i r�;• ,b , M RESAR At aOTTOM O OF UN18- CAvttY PROP h` e6M1.ik a T.M°ACtJAL PPOVIPCP MLMtIL na law e°rhoxnrAL.uroTu TYPE DESIGNATION F •Fly.® WnH aROyT / Y , YnA rr OuANim' OP M RFBAR AR At BOTTOM OF LMTEt CAYITY SI1�F16-IB/17r1 NO1IN44 WIIT,. J L��171 OP! nDrovaL rICUP RE?4P AT TOP MATERIALS 1. f-C precast lintels - 3500 psi. 2. PC prestressed lintels - GOOD psi. 3. PC grout = 3000 Pal w/ maximum 3/8" aggregate. 4. Concrete masonry units(CMU) par ASTM C90 w/ minimum net area campeasah, strength = 1900 psi. 5. Reber provided In precast lintel par ASTM A615 GRBO. 6. field debar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 law relaxation, 7. 7/32 wire par ASTM A510. e. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bad)Olnts. 2. Shore filled lintels as required. 3. Installation of lintel must Comply with the architecture! and/or structural drawings. 4. Lintels are manufactured with 54/2" long notches at the ands, to accommodate vertical cell reinforcing and grouting. 6. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height at 8" meet or exceed L/180. 6. Bottom field scided Taber to be located at the bottom of the lintel cavity. 7. 7132" diameter wire admire are Welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may be Provided In composite lintel in lieu of concrete masonry units. 9. Sofa load ratings based on rational design analysis, per ACI 318 and ACI 530 10.Untel min. depths are called our an lintel plan. If contractor Installs a deeper lintel than Indicated on the plan, doing this increases the strength of the lintel and Is approved without engineadng letter, if a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled Ilmels must be reduced by 20%If bearing length Is less than 6-1/2'. Sere loads for all recessed lintels based on 8" nominal bearing. 2. N. R. = Not Rated. S. Safe bads are total superimposed allowable load on the section spealfied. 4. Sate loads based on grade 40 at grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addi°nel reinforced masonry above the precast lintel. 6. One #7 reoar may be Substituted for two #5 letters in 8" lintels only. 7. The designer may evaluate concentrated loads (ran the safe load tables by calculating the maximum resisting moment and Shear at d-sWay from the face of support, 8. For composite lintel heights Trot shown, use safe load from next lower height. 9. All sate loads In units of pounds per linear mot. -PRECAST 'UP LINTEL w/ 3000PS1 BOND, GROAT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R R ANCHORS 10" STD,90 HOOK (TYP.) { HOOK ': -ram �.. ti:i • in � a STD, 90 DEGREE - REBAR ON BOTH SIDES ANGLE 3000 P.S. OFOPENING U.N.O. BOkW/1#5 DI PROVIDE KNOCWOUT BLOCK FOR FIRST _ ' COMPLETE CMU COURSE BELOW SILL & FILL SOLID '. W/ (1) #S BAR FOR ALL WINDOW OPENINGS W.6" AND LARGER 8°x8"x18' CMU U.N.O. \•, ..,SEE DATION•PLAN •. SEE FOUNDATION FOR Lam, ¶ONA g PLAN MS01 I BLOCK WALL REINFORCEMENT g �! X0y11 till 11) TOR #"' ° iq LI o r u ,.f Q� l w. c b' 1 H a I C W E UD v FlGO c gig grant F ti Do mf_geF i �(j�n�a � li (Ji Asfr'm ^md m 0"`ai 5� Q LLl a cLLt la! to IN w5 � 2 e a & � o BE IQ- Cit Y p�3o @mt.ng W2 GO$ 2. 15 9�;g.s O�a B eor Q�p N �. W U o Z L$ @ WWW.FDSENG.COM ❑ ❑ ❑ t fl 02 I- Z 8 20 Z l Q c 0 S� � J 1 a w 5 Z o II!'�Rtta Jkp ro � E g Q W t/) c m D � 4) m (N u: U U t° E W Op - d8t U � � Q d nRO `o � . rm 0 DAM HOMMIS a � 1111111111�1� pr C lllalalla FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Job Information: N m a o N m a O Q -TYP. BOND BEAM S"x8°x16-K,O. Y n . C LINTEL BLOCK FILL W/3000 P.S.I. - w L y REBAR INDICV)04 FILLED CELL FROM CELL FROM Ff#. i0 a pT Z E 2 d BEAM 1 #5 'BAR MIN. m O rho ^ O c-I J W J 00 to _I m U) U) V Model Name /Number: 2508 f] a plan Issue Date: 'TYP. DOWEL 25" MIN. LAP (ACI 530) Thursday, May 28, 2020 a m KA PROJECT NUMBER: 20-3502 n opp, Sheet: S Of: N N,T.S. s LINTEL PLAN FILE COPY ELEVATION "C" 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Yd'xS' EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. o OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT Oi I III � - W/ WASHER. MIN. 6 PER TRACK TO JAMB. IP• • N 5 112" DIA. x 8"1/2"° O X 8" A.B. W/2" ,1 III o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL ;; h VERTICAL MIN. 5 PER JAMB. o ~ SECTIONAL OVERHEAD DOOR i x WOOD P.T. #2 7 SYP 2" X 6" r 1 n TRIM ' 2'W" P.T. WOOD JAMB u 01 DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB r 0 TYP. GARAGE DOOR r Fes, `i 5 ...• r"(} TRACK MOUNTING DETAIL ,.- fip : >1 Fol o. LL;•,,�, gin, NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS c DETAIL- UNLESS NOTED OTHERWISE .6IIE d MS12 OVERHEAD GARAGE DOOR ATTACHMENT N•T•s a CD21 ENTRY CMU COLUMN/BEAM N.T.S. IS E iw s. m a V N o Itt WWyS N 00 mft J�J Men Q nm� _q a o-$ a a It 20 BLOWN -IN R-30 INSULATION PER FBC �` d "� w a 103 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES w 6 ¢ N 6 Z' §§ a z _ �'L 5 3 o BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 1 12 FIBERGLASS SHINGLES OR „N .m g § 6 W w = m d m O $ a s s MW 1; m of 12 ' WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT �°, m < 0 o p N a SEE PLAN VENTED Z a = $ (FOR ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD o Epg W -' FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. ;: m000 a wew.rPsauo.coN TILE ROOF (PER ELEVATION) 1 OVER APPOVED UNDERLAYMENT ' (SEE STRUCTURAL NOTES , FASTENED TO TRUSSES PER ROOF i " 11 F NAILING SCHEDULE) m In CO p 93 PER FBCR 905.1.1 OVER APA I w 1i/ RATED STRUCTURAL SHEATHING PRE-ENG. WOOD TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES' ` TRUSS ANCHOR (SEE PLAN) ` SEE PLAN FOR — - - - - DR—G. HT. "`fff"' fi Z m 0 ///111��� Z Q FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) 1/2" DRYWALL 3 a LL ' + TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° METAL DRIP EDGE TRUSS PLATE Q FACE 3/4" P.T.NAILER ; : 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP c / +� ✓1 o Z (R SOFFIT. SEE ARCH. 1/2^ DRYWALL CORNERS min (3) 2x4 OR 4x4 8 ( )� ~ PLANS w/ 2x4 POST UNDER EA tMETAL DRIP EDGE , CURTAIN NAILER 8 x B x 16 K.o. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. m •-- E l.J — y 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @WINDOWS / n LINTEL BLOCK 1 x 8 P.T. @ S.G.D. ^ O.H. W/ (1) #5 DIA. REBAR & NAILED w Sd NAILS @ 6" KEEP IN 3/4" FOR SHEATHING / AND LATH WITH FINISH O.C. E `v © w o 0 tl1 c m UM TO TOP PLATE WFTH (4) lfid TOENAILS SOFFIT. SEE ARCH. n 3000 PSI CONCRETE u SEE ELEV. TYP. ALL SIDES / i 7 ( ) o (TYP.) FRAME FOR COR- a M m� U m ` PLANS PRECAST "U" LINTEL \ \ NERS FOR NON LOAD �° E w o o O 112" DRYWALL SEE PLAN FOR HEADER SII?t" SEE SCHEDULE H N u a° v BEARING SIDES NAILED r/b. b. b. , c o '- t 00 a = 0D N 'L .:• -. m w/ 16d NAILS @ 8" O.C. O o a, OWN, 15132" OSB EXPOSURE I ON O'H' 1/2" x 8" J-BOLTS MAXIMUM OF (3) • 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA, ` (TYP.)4 COURSE HIGH A.F.F. 3 L� HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ( SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC -o : 4-S a� 4: , •:„� <, PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r TYP) w/ (4) VERTICAL RENF w/� NAILS AT 8" O.C. STAPLE @ 2' O.0 EDGES AND FIELD, NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) a5 DIA. ALL BEDROOM WIN DOW5, „ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 „ CONC. ALL LOCATIONS PLAN Al-A1 OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION & FLOOR PLANS m GULFBREEZE FLORIDA 32563 r (G.C. TO VERIFY WJ FLOOR PLAN u H DIVISION LOCATION: LOCATION OF OPENINGS IN y r EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). & TO FRAME BELOW ♦ Job Information: NOTE: 44" MAX. SILL HGT. ON ` N ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW °p c W/SCREEN WINDOW STOOL � a ` CEMENTITIOUS DECORATIVE FINISH 7/13" THICK PER ASTM PER SPECS „ u PRECAST CONC SILL ; f° o / C-926-98A PAPER BACKED FOIL R-, 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL P PER FBC AND ENERGY FORM 1 r o m MORE INFORMATION . SEE TB13 1/2" DRYWALL ) ON SHEET 6 EXTERIOR FINISH - SUBMITTED WITH PERMIT (SEE ELEVATIONS) , � 10 'k FOR NAILING INFORMATION FOR APPLICATION 8 a Z ` R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. #£SYP. BASE PLATE 1 x 2 P.T FURRING PIG. DOWEL #S DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" m W o LO= ., �- 0) i U AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN 2 EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 ' `J }' WITH PERMIT APPLICATION HD) w/V WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN q1 Ai BUILT-UP CORNER MIN (3) 2x4 N I M N WOOD BASE MIN. 6" FROM END - SEE WS07 POST i OR 4x4 POST w/ 2x4 UNDER m SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR EACH END OF BEAM v00 cv a FOR SLAB INFORMATION — _ TOP OF SLAB _ _ SLAB INFORMATION TOP OF SLAB — _ 7.. NOTE: 2 X 4 P.T. PLATE ° O J W Lo 00 BOTTOM STRAPS MUST BE s � ! * zo 1 * INSTALLED ON INSIDE OF m ♦ Model Name/ Number: y GRADE Vz GRADE COLUMN. DO NOT BEND ° ° °,� '0 ( U o STRAPS UNDER PLATE. Calf ?�v b ° .o ' 2508 CLEAN24 3 w ' SEE PLAN FOR - PLACE STRAPS IN FILL Cq;;'al ''° ° COMPACTED '. 9 .• ti RE -BAR QUANTITIES` CELLS w #5 REBAR / •: II ; : (TYP.)4 COURSE HIGH CMU BASE .5 ♦ Plan Issue Date; FILL S • m V' JI•• . II ,•,, FILLED W/ CONC - SEE PLAN FOR O ,, . e' °• SIZE. TOP OF COLUMN BASE - a" Thursday, May 28, 2020 SEE FOUNDATION PLAN SEE PLAN- SEE FOUNDATION '• '�•' 2'-0" AFF a 1`0 ♦ KA PROJECT NUMBER: 18" FOR FTG REQUIREMENTS PLAN N 20-3502 WS01 TYPICAL WALL SECTION 81, CMU 3/4"=r-o" NOTE DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS DETAIL, UNLESS NOTED OTHERWISE o Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-O" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS FILE COPY WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP- 8" D BLOCK TIEBEAM AND BOTTOM. TYP. , W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON ' TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) I STRUCTURAL u , AROUND CURVE. MIN. 2 TITEN SHEATHING CUP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL L'JA I (SEE PLAN) HEADER PER EXTERIOR SHEATHINGLOCATION ATTACHED PER NAWNG 7/16" O.S.B. '' 2x8 W/ (3) 1.2 - .o SCHEDULE TB13 ON , o EA. SIDE TOENAILS EACH END yr® >, 7/16" OSS W 6d SHEET 8 STUD ANCHORING: r, 16" OSB W 6d " / R-19 INSULATION AT EXTERIOR ' STUD TO TOP PLATE: NAILS @ 16" O.C. TO O.S.B. NAILS @ 16" O.C. HEADER TO SIDE &TOP NAILER SIMPSON SP4 70 SIDE & TOP NAILER (SEE PLAN) ® ® AND DENERGY EFORM SUBMITTED W/ 2-8d TO N (3) 12d WITH PERMIT APPLICATION 2 X 4 SPF A. END TOENAILS EACH 2x4 SPF CONTINUOUS EXPOSED TINTERIORIOR WALL I ACE) AT 16" O.C. o EDGE VIEW EA.SIDE S.B. END TYP. ; N BLOCKING ATTACHED TO 7/16" OSS W/ (2) 8d 2x4 SPF CONTINUOUS 2 STUD TO SOT PLATE: NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED SIMPSON SP4 �+ W/ 2.8d EA. END TO 7/16" OSB W/ (2) Sd ' c o, NAILS. SEE DETAIL ABOVE LINTEL 2x BUCKS SEE MS11 1/2" X 8" m FOR MORE INFO EDGE VIEW 7'-0" MAX NOTE: HOLD FRAMING 1/2" ANCHOR BOLT WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32" D.C. v FOR SHEATING TO BE FLUSH $ WINDOW OR DOOR OPN'G WITH BLOCK FACE o 8" CMU WALL 3 a°gym+ 0 TORS,®- ° �FS, WF01 DETAIL @ARCH WINDOW FRAMING N.Ts. WF02 DETAIL @ ARCH WINDOW FRAMING N.Ts. WF21 KNEEWALL @ ENTRY FRONT WALL r , PROVIDE 2x4 ON TO t '�'• w''/ [Q 'I w OF 2x8 TO BLOCK OUT 2 ROWS 12d @ n TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 r � t r ^ ;" • � (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) a. \\ STRUCTURAL SHEATHING q8" ""+aaaY''" 12 7/16" MIN. NAILED W/ 8d 4q t COMMONS @ 3" O.C. @ 2z4 STUD ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 8 SEE GE05 FOR �� \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 0 STANDARD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD o GABLE END �� I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN ° FRAMING ?� I`� TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 E " * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF m 12d NAILS @ 3" O.C. WOOD B16 F = t BEAM SEE �F ppp � TOP PLATE TRANSITION PLAN E E _SIMPSONHUC410OR(2) P" k anti LOmW m- z_ ,a HUC210 ` \41PIPE OR DUCT w/ OUBLE 12d TO BUILT-UP COLUMN 0' N + +I PENETRATION THRU TOP SPLICE ' $ m - ti D 1P m I+ +I N TOP PLATE w MORE �� - ALo § m n .,,� SUPPORT COLUMN BUILT-UP MIN. x " O a 3 gv 5 w o / ROWS 12d NAILS @ S" O.Cs OR , ACH2PLY d W a 0 THAN 50% OF TOP ' w "iIt S*'� a IAi N 2X TOP PLATE TO 3 PLATE WIDTH INSTALL @ 3" O.C. (SHOWN AS 4 x 4) 1yy0 Z all z � NABS @ 6D D.C. I a SIMPSON PSPN516Z �> (2) SIMPSON HETA20's w P ;; o W o g O o J W/ (12) 16d NAILS TYP. I, 47j ,,,- ,� W/(12)-16d EA. TO COL, TOP & BOTT. .'i "+., ALT: (2) MSTAM36 STRAPS o s" F 2 a d as NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK TIL o y + TO TOP PLATE W/ (4) 16d TONAILS (2) ON A. CENTERED w/ (13)-lOd NAILS r r�a a.� B o U J OVER STUD WALL ', Ea TO COL. �. =s 2 < o E] SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ u,. TIE BEAM www.FDswc.coM El ❑ ❑ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO `- �,� W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS w ro PLATE W/ PLYWOOD * (p SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED m \ Z o W o COVERING NOTE: — M PLATE LENGTHS MUST BE AT Z m LEAST 8'-0" LONG, TYPICAL 5 ( ) ¢ a GE15 FALSE BEAM AT GABLE END N.r.s. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL NT.s. V 1 a y 2x8 SYP #2 " .�.�. o E TOP &BOTTOM E /'� \O c m " ATTACHED W/ E (0-) b' uiaa (1) ROW 16d 2x6 SYP. #2kjj M „m 0p NAILS @ 16 O.C. RIPPED S ,�LR3 0m m " U w O o C) ,..• 1,, 1w BOX HEADER DETAIL o �o * CRIPPLES MAY/MAY NOT BE PRESENT. = ¢ m o m alm IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 3 A (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL INSTALL (3) TITEN HD. ) TITEN EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) X 8" SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED ISO COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D=0.148", Lr 3")OR EQUAL (ONE D-0-1B EACH 1/9" pR EQUAL FACE) (D=E0162%L=31/2IDOR EQUAL JACK TO HEADER, NO BASE EDE GE VIEW HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END A END LESS THAN 4' 1 (2) 1) (2) >4' BUT <9' (2) (3) (2) (2) 17-0" - 16' 3 4 3 4 HEADER ANCHOR m DAMS I"6OPIfES NAILED TO TOP PLATES, o z6 .; •' ;.: .:, .y-m:=-x*:,,:_: HEADER &JACK ° FLORIDA CONTRACTORS LICENSE NO CRC1330146 HEADER SIZE N0. &SIZE RAFTER TIES 3000 GULFBREEZE PARKWAY &GRADE EACH END W GULFBREEZE, FLORIDA32563 SEE PLAN FOR (2) LSTA 30 E. BEAM 512E DIVISION LOCATION: NOTES, CONNECTOR REQUIRED 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2• LAG (3) 16d PORT ST. LU C I E OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 MR SEE PLAN SEE SCHEDULE SP4 AT 2XCRIPPLES0IIF'O.C. � ♦ Job Information: THE THICKNESS OF THE UST LAMINATION. ADDITIONAL INFO. COMMON FOR WILL L> 24" O.C. W/ AND BOTTOM SP2 TYP. NAILS(TYP) HGT. TOP AND BOTTOM r 2-ROWS 12d NAILS c WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" 0100 // © FI/J pw i� '� ��•��*i �10 FFl"l,1 llll `• .. • • � � • • . •:11 My :• • C• / :• D EACH END r 12" O/C EACH a * WHEN STUD LENGTH IS LESS THAN 12" USE FACE OR 3-ROWS 12d NAILS STAGGERED LSTA30 STRAPS AT EACH 8@ 12" C/C FOR 2 x 10 m STUD WRAPPED OVER OR GREATER HEADER v O TOP PLATE & NAILED TO HEADER EACH SIDE _o ". FILL ALL HOLES IN DOUBLE 2 x #2 s a STRAP S.Y.P. HEADER W/ a c 1/2" FLITCH PLATE = +O >_ 0) lOd NAILS ® HEADER. (U.N.C.) F W U M 8" O/C TYP, Eo FILLING AND BLOCKING AS m M CN P DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER m 7/ L. M� W N 4- W/(2) ROWS u TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS O J LLI ZD r{ C NOTED OTHERWISE o y N rn ♦ Model Name / Number: 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 2508 CMU 16d NAILS & A 5/8" a� ♦ Planlssue Date: EXPANSION ANCHOR Ol W/ 6" EMBEDMENT U.N.O. R ` OR 8 oowN GARAGE Thursday, May 28, 2020 N G STEP ♦ KA PROJECT NUMBER: * *HOLD DOWN CONNECTIONS v NOT REQUIRED (•a1 BEARING P.T. BOT. PLATE 2 m NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT z 20-3502 WINDOW OR DOOR OPN'G o Sheet: ��� Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. FWF39TTRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL TYPICAL WALL DETAILS U *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 SYP BLOCKING FOR SPECIFICATIONS ' (SEE PLAN FOR BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2x4 SYP 1 BRA FOR LOCATION , ?.-. = j—BLOCKING TRUSS w/ 3-12d NAILS EA. ZZ GABLES 3'-0" TO 5'-11" TALL. END 9x6 SYP 1 BRACE FOR z,- 2x4 SYP CROSS BRACE APPROX, 8" FROM RIDGE GABLES 6'-0" AND TALLER. - 1-- ATTACH L BRACE w THEN 48" O.C. AFTER. NAIL W/ / 3-12d @ EACH END & @ 12d NAILS @ 4" O.C. - -• CROSSING AT 450 ANGLE. GABLE TRUSS w . ` (NOT REQ D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) 0 ' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , W/ 3-12d TO CHORD (MIN LO K/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) 1� TO TOP PLATE w/ A 16d NAILS @ 4" O.C. d CONTINUOUS LATERAL BRACING , 4 BAYS O.T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. `o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL G w/ (3) 12d @ EACH TRUSS WEB N 6 I NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE G TRUSS w/ 2-12d AND 1 I T813 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE - qlll 0 TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. I PAN' 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA1O @ 48" O.C. w/ 8 1/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" s°, - '�° �,39➢➢➢➢➢ CENTER LINE OF HIP RIDGE, TYP. / END TO TOP M / TO GABLE TRUSS w. 2-12d FRAMED WALL ORBEAMAND 1-SIMPSON HS w/ @ T,�F'➢➢ ,� 0 BETWEEN TRUSSES W 2) 12D / ( BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP CHORD Ca) WOOD FRAMED WALL @ DUTCH GABLE STELA It 06� A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. a "'^ ,,,� , c. ! w WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o r, A TRUCTURAL PACE C \•'', a< - G.T. SHEATHING w ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 i i8'Va+aaa➢i➢aAti''; L TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 'm F TO PREVENT SHEATHING ACK ----- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. v 0 MAX 24" SPAN (EITHER G.T o SIDE OR BOTH IF REQ'D) m m a (2) 12D NAILS MINIMUM (3) 12d c ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING ;g SEE *SPACED AT 10'-0" MAX c 10 .NH of S a'zcl'L PLAN0,0 W N 00 i 2X4 BLOCKING J To s� a 513 N m $ Lo AA HIP TRUSS W . �mIII BETWEEN TRUSSES $ m gBg a S���T A A . uza TB03 AIL HIP/RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL TYPN.T.S. USS (TYP) Nrs'�msoW �dErna ¢mca 02oW U C y @mF � a wYWI.R)3ENG.COM El 0 El O z M 8 TRUSS NOTES: N u z ZMI Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 10 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 0 o Q) - Lu 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL G O E E LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. V 3. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Do Y ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Do LA m AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. o m S. PROVIDE TRUSS BLOCKING SEE TYP. TRUSS eLOCWNG DETAILS -a LAN Mh (� E- C M _�I-(�+�j) SHEATHING m W o N E c SO JlI _ 370aTRUSS x4 AS SHOWN � _ m ' U ino TRUSS SPACES ALTERNATE DIRECTION _ .N Q O RUS ou 3 `\[)AMy,q �LT� S HOMES VERTICAL SCAB 2X8 *2 SPF 48"O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS-,4(2)-1 NAILS, OR HCLR/LL IN PLACE OF (4) 101) SECPON TOE TRUSS B-B -,m °-� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED ®RAFTERS GREATER THAN 8'O° S 9 5 •.•. 3000 GULFBREEZE PARKWAY SEE PLAN i0P DOUBLE SEE STRUCTURAL NOTES AND NAILING " GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE ULTE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS a 2x STUD WALL VARIES W ROOF IE DIVISION LOCATION: SLOPE / PORT ST. LUCIE SEE PLAN m CONV. FRAMED RIDGE \ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2x8 *2 2X4 SPF BLOCKING / / \ 2 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ B REQUIRED w/ 12) MTSi2'S REQUIRED ®RAFTERS GREATER \ \ THAN 8'-0" 2%4 SPF BRACE o if @ 48" O.C. - NAIL w/(4) \ ' COLLAR TIE \ 12d AT EACH END & M SHEATHIN EVERY 3rd RAFTER \ \ ALTERNATE DIRECTION o O \ \ CB \ (� 2X4 BLOCKING BETWEEN BEVEL CUTS m r TRUSSES W/ (2) 12d NAILS (OPTIONAL) a @ EACH END, CONT. EACH BAY 0 d) B TB 2X4 SPF W/ (2) *7X34/2° / / TRUSSES ¢ a LO ALTERNATING DE; WOOD SCREW EACH TRUSS SEE PLAN N U OR HE @ 48' O.C. BLOCKING / / I=uj i a) ('7 PRE-ENG. TRUSS \ / / E STRUCTURAL SHEATHINGT TRUSS Top CONCHOSSPATHALLTHANDHING AFRAMED AREP.S TYP. \ \ \ / / / / o m M N N Q M 0- SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / d 2 r `/ W 'H B (USP MP4) @ \ \ / / Q J W�//-�T 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2}i2d NAILS @ WOOD • 2X8 *2 5YP RIDGE SEAM 2'-0" ON CENTER \ \ / / o 'Z'^) J m V J V J EACH END MAX -0TRUSS 2x6 RAFTERS @ 2'-0"O.C. )f' @ \ /\ / 2X4 SPF BLOCKING RUSSES Name/ Number: MAX. W/ (3) COMMON Y \/ @ 24" O.C.BETWEEN MAX.w/ dp Model 2508 WALL BELOW TOENAILS TO RIDGE BEAM a 4 @�2 E O.C.SPANSTHAN (SEE PLANS FOR TYPE) W / LESS \ / \ / ..\ (3)12d EA. END (TYP.) 13 G CONC. MASDNRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN 0 N STEEL OR WOOD 2X4 CONT. AT BEARING SUPPORT T&BCHOR Issue Dat: PanThursdaye May 28,2o20 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE °+ @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION m 20-3502 s 2x4 S.Y.P. @ 16" O.C. ,o 0 o Sheet: = Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING a 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. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 1 6" 6" 6" SINGLE DOOR C C SINGLE DOOR W SIDELITE All /fin 3" V u 3" 3" 3w W 3n 11 - - E I E 3„ I 3" 3" 6, 6„ 6n DOUBLE DOOR W/ SIDELITES 2A /E n i" 6, ;PACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB - DIP z 1 III -II °! f - if- if I 2, a 1 o z I ' 16" MIN. DIAMETER !N` CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. i" SPACE EVENLY in i $00, K 7" 8�' 8" .....5,,....... 8'..........6" • SEALANT L NAIL SHI VGLES W/ 11 OR 12 GAUGE ROOFING \ NAILS. 3/8" MIN HEADS, 8 PER SHINGLE. g�eoad` SHINGLE INSTALLATION GUIDE U o ` A 4eP as E"° c°Ws° �d GOW"dGootH' COWS 1¢ ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT RASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXrER. WALL FINISH AND EXTENDING A —evMINIMUM OF 8" ABOVE W X Er" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT MN ALL T ENTRY PLASTER STo SEALANT ROOF _ aHiNGLES 8" X 8" H GALV. T FLASHING C0W - FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET _1 KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. 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 THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 101 1/8" SHIM SPACE EXT. FINISH V 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 5HEATKNG -. BY OTHERS CAULK BETWEEN —^ FIN &5IREATHING EXTERIOR -- FINISH BY OTHERS PERIMETER CAULK BY OTHERS- O.A. WINDOW HEIGHT EXTERtc'Xt 11/2a MIN. EMSEDMIENIT ^� 08 WOOD SCREW ,Il11 Now 044 I�Iil�• r:Eur- 7t�1 INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/44 MAX: SHIM SPACE D EXTEND BACK ON THE TRIP EDGE AT EAVES E INSTALLED EITHER _RIAYMFW IF INSTALLED THERE SHALL SEA OF CEME VT INSTALLED BE. IXa` UUGE SI-A_L BE A MAXIMUM OF 12111 W AS DETENWNED IN 11301_2.1.3 S LID MPH IR THE MEAN ROOF HEIGHT cam), DRIP EDGES SHALL BE A MAXIMUM OF4INCHES Nauman f (lamb, Head and Sill) ri.g silo,- Screws MOunerg - Estedar Rmf View Window or I Wail Framing: #25pru*Pi.e/Fin Or Beaer GleSng M10X1-112" Sam Minimum I Penetration Cross Section view R Mni Fr I I y imne S"1 Meffiure to be sure the operla9 is 3/8"M1R"larger Man the window size both Venially ash halzintany. ` You may wish M preprlll the irntanation holds in the An at this time, aassind Abe hoes as tle q]Wa a9 &W are/Xx Sep 2 Apply a generous bead of s4conela the oxasde or t e mounOng 8n. Use enough slllmne to sWkw* nil all wide between the fin and the wall sheathing. Stop 3 Insert the window a0o the openkgtrim the ounde. The window Is labeled nlwlde" and "outside", but 8 these labels have bxn reRI the 9W22 bead should aAvays be M the inside of the bulding. Sep 9 IrrAall shahs under the sill, adluseng than LIMA the unit Is pkmM In the opening. Shims should be Installed under the sill every 2 feet. The willow should be luessmIly centered in the adenine with no am than 1/4'gap between the wabew and wall Thornhill, SAV 5 Irruall a#lox 1- "somi,4"from thecgnerofthe fin at ench end of the fiend, sill and both jambs, %v6 IF I, to rertWningfadenets in 8P movements from thecanwr screws to the renter, ofeah have member. use care not toOver, tighten the screws and pull them through the fin. Also, make sure I s,m, go In straight end do not muse the frame to bow. Win framag should be a minimum of #2 Sprunel"Fr, FaStetlers d1oWtl bep10 screws ofsut8tlent Mn9th M achieve 1.319' Penetration this, the WAR and era leas than 1/2" ham edge pf framing. Fastener duanddies needed In sun side Ofhame to achieve W spadrsi step 8 If desired, a foam Insulation can be applied tone interior gap between the window and wall framing. If applied, bssmust be the NOfi� FkPAhyJfkG Y/PF fOF.h7. Step 9 SMe these windows are typically used In roams with No mdstuG le; bathrooms, h Is recommended the the Interior gap between the window and wall hashing also be sealed with shiwre and tooled so as not to lntafere wild the insoustian of wallboard, the or trim. Sep 10 Ohre all wnstnxten Is complete, remove the bubble wrap from the irsitla and outsde orthe window. If necessary, clean the libda with a mild detergent and wain water using a soh doth. Failure to follow these procedures will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL7006.1 R-10 ROOFING VENTS: FlOrlda Metal Products Inc. 1 11 VID 'Off -ridge vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, I I" FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PR UCTS L TAMKO No. 30 430 ASP TS URAT OR AN FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-RS 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" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C RP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" D.C. THEREAFTER. fHE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER.(TYPICAL ALL 4 SIDES) FL20461.1 2nd Choice +67.0/ -67.0 THERMA TRU-CORP. FIBERGLASS DOOR FLUSH OUTSWING FI„20461.19 FL20461.2 Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITDN FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 1Y2" LONG WITH 1/8" DIA. SHANKS & 3/W DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL BE BEYOND WALL DRESSING FL20403.17 2nd ChoicSHALL N.A. N,q, N.A. Windows: 1st Choice +40 -50 / MI WINDOWS 3540 SERIES Si le Hung Ifin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16• TAPCON ANCHOR WITH MIN. ILA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF FOR NS INENT LTH. TO STALLATION THROUGHID2x BUCK USE #8 WOO S� EW OFBUCK. SUFFIENT LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.1 R9 +40/-5Q MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES Picture window FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS MUllion W1926 Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 18504.1. Horizontal MINIMUM EDGE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 S BLOCKUUIriijnnwz 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1i6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644.3 R-3 2nd Choice 3rd Choice Soffit: 1st ChoiceSOFFIT +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN I FNGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ 46 Ps TNT. HURRICANE STORM PANEL MFG. INC. 214 Ga. Galvanized Steel Sto m Panels DIRECT MOUNT. TOP 1/a"-20 MALE PANELMATE W/ WINGNUTS AT 121/2" O.C. BOTTOM t/a"-20 SIDEWALK BOLT w/ POWERS CALKHN FL16293.1 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: FI. # 87864 _ TJ m `0 'tLiA11)gip/, TO�R�tba .r.. d }`'. v 1�u�A 0 r O ys /,, c % ° .r'- i X°'An 'Y¥f a g �n � W m a N _�'� � -2 Qo.Ha 0 00 00 # Rk (%$m orwm Lo fi inamtm4 2�.. fl w N a W Cm w g $£s� M ere' m Z �gv w a ¢ 3 ° Ya —yaj m=r W� m O O m RE S_iz ZPae LL dog mO d ¢a 1- €1a g Z 2 e I°-s �.� wxw.FbsENa.coM ❑ ❑ ❑ u z m o r c * ] z m a \V,// J 0 C 3 a ar a a � � — s Z o �(1)C a o e o m E sot W O c n 0 — 3 om o m in = p n1 Old fit w O N Eo :.. — ,�\.. c m o sup 440 N bD ® DAMS HOMES 9 10 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a F DIVISION LOCATION: PORT ST. LUCIE IV I Job Information: O z c � LU N a m cN a)w M � 3 M � d EE zI__" < m N a O J LuIm o do ILL 00 Model Name / Number: 2508 Plan Issue Date: Thursday, May 28, 2020 KA PROJECT NUMBER: 20-3502 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING RESISTIVE TEMPORARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER I_ DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior JrRESISITI E 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 '� EXTERIOR SELF -ADHERED FLASHING 3/4"•1"BEAD OF CONSTR.. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 cm) harder, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, rasuuaimwenpwl WALL BY 6 IN. UP JAMB USE LIQUID NAIL BRAND OR EQUALL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR .CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (162 mm). 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) SUBFLOOR requirements of the exterior wall envel ope 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 & temporarlly secure weather RIM JOIST Refer to the number marked as ® In each detail that Corresponds to the Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the resistive barrier above headerto allow for flashing installation water -resistive 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 1 2 2 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Exce p where the water resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of GO -minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle fashion In a manner to prevent entry of Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING /� P O2 SELF -ADHERED FLASHING �/ P03 scoring cuts water into the wall cavil or en y penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the EXTERIOR DOOR WITH DECK - SECTION A V V CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" =81,aching AAMA 812, of other approved standard as appropriate for the type sealant. expansion and COMFOmembranes EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) u ed as Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 71A. The flashing shall extend to the to RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door Openings. Flashing P gs. get exterior window and door Openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND /� FLANGED WINDOW tight to comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the SELF ADHERED SELF -ADHERED FLASHING, �� (BEFOREraoING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER SHOWN) ADHESIVE flashing Instructions or details are not rovided g provided, pan flash) 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 harder for subs uerrt drainage. Openings using an P P flashing shell a e MECHANICALLY`�, FASTEN�HROUGH incorporate fiashin g Or protection at the head and sides. SECTION -A �J NECESSARY INCORNER 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 other approved methods. SELF -ADHERED FLASHING 0vl \ 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 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 4 © 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER BOTTOM NAILING SEAL0 SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) O 2 6 7 4. Continuously above all projecting wood trim. FLANGE (SEE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING ROUND W PO A �f SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK \ A �P O C V V J SELF -ADHERED FLASHING INSIDE CORNER �/ P06 HALF WINDOW 7. At buikan gutters. SELF -ADHERED FLASHING ' DECK PROTECTOR SHEATHINGj- t 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with - _ - --- --- SELF -ADHERED ASTMC926 _ ASTMC926 _ FLASHING PATCH ` Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING )+ r _ with ASTMC1063 - with ASTMC1063 DECK PROTECTOR Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing DOUBLE SINGLE JOIST //%etal K P Keep - ". t0 edge JOIST SELF- ADHERED FLASHING Flashing, of weepp screg ed SELF -ADHERED FLASHING j - 2" below top of 2 block 3" MIN Unperforated 4 Flange 7/8" Vulcum Weep Screed cauk bottom O5 joint only Maintain Metal Flashing SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER Q W PO V APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Bottom of Weep Screed 1 1/2" to 2" 3-10 Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE SUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and outside All ••••0• r EXTERIOR WINDOW UNIT neadto be mti CEMT. FIN. cut and caulked all Cement Plaster butt joints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 e• o • 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 1 /2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o Screed Plaster over block EXTERIOR Istfloor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL EL -SELF IN W P 10 -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING �p� P 1 2 SCALE: NOT TO SCALE FINISH WINDODHERED W HIEAD CEMTFF' CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL �/ V the Weep Screed, cS v � SF y�,:o4.,: vG U •� o �4D+: Y g���j� 4K•yN w',A ' �r :I N 5 �l'""5Jl3X.k-d.e.5ig4A. i gl E�yEy �uT f N N LW0 W c gg $ DC,1 LO N w 0 w 0, � �0Bww ripF13 g '�Z Ld T� gtyS 9 w o, Z 2 O w m s�€ gig. ZNa O o J o O N w„nm Z in 5 o g� a'� ' ❑ ❑ ❑ "Or nwe�w.wsBaG.co Z 0 N O W Z Z m o a a 1W J a Z Y a CD � Q) � E _ V) w Ln e o 0o' m j_�J � -1 U w B N E O o j� opp to C Q It o moo DAMS HOME'S tA; FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Jab Information: LL O Z c `f LO W U � > L = to ai Z m N . �- 0 J LJJ Z) <`H• o _1m Ui Cn cD LL Model Name / Number: 2508 o _ Plan Issue Date: Thursday, May 28, 2020 VI KA PROJECT NUMBER: Y 20-3502 T Sheet: W ID Of 0 N WATER PROOF DETAILS 4 bath duct to roof cap w/fan Nutone 696RNB E2 S E2 aS J80 d,, ---- 3 OaA T2AJ399 "ar 3VO8A T2A0399 "ar _ 2239D3 "Or_'S . N C) 320H Saar LANAI W� rH SEIB W BEDROOM 4 105 ATH 3 rH OWNER'S BEDROOM OJC 0- - „_,H2 O3AE OJO "0-'a 1 x60wcd �OJO 08 1 wcd -- tip. 9� 6" 10 6 1fwOaaas cd 9M3r \ HP,OZOE (S) T03MHOATTA 10x10 rag O 5„ T AINAE518 r" 10'0 18x18 rag aaos-5 8„ 10x� 1 wcd s 35 14x8 1wcd L H2\ I - ra 16„ 175 g H2\A 6„ 8a0S-S 8 H2\51 $" H2\9 S 8X4 1 we Ox10 ra , 14x8 1 wcd 8x4 1 wcd 15 = 195 5 10" y ROOM „ 4„ „ � N 4 » D KTCHEN BEDROOM 3 6 O S I - 4 bath duct 10X61wad to roof cap N w 70 - 1 ox6 1 wcd 8 W %f a n 75 5„ w N s BATH N Nutone 696RNB 10xe 1wcd H N y`x1ra 6 f 45 ---- 4„ 8x4 1 cd N 24x18 fbrag 14 aaa5 5 „ f BEDROOM Z � ' dx4 we 6 ®"o—'e oT XOE flOfla ass,£ Hz a aJ0 "o—'a 1. JJ w 'a 10x6 1wcd 7A 7„ 1ox6 1wcd � 105 FcOYER 80 f ): 40 I OJG `o-'or 170 N 4" bath duct OOJ G\A YflAMIA9 X4 1wc DININ3 Roo L x 12x6 1wcd Y8 03TTIM939 2A 9 v t Q roof C a p 0o o'or o�A Iaflo .GOJ f a-'E a In LIVING ROOM W/fan 42X42 A/C SLABI�u�Y 8aaS-S OJO `0-'g o� Of OT 91H 03TA3V VI1 BY BLDR MIN Nutone 696RNB 9YT WOCIHIW Y3bfl3V �4H .H.W H IT A J3 HTIW 2' FROM WALL H2\fl sass IJ30I2 -sr - (R) ' V8A M02HAW ,.. VH2 aS J80 V8A .?MA.9T _ — FM V3J3- 332 „ 4 dryer duct 22300A OFT to roof cap o Y 51T V � HE S J8a aJ313 w 3TA OJ w�dryer vent box 4EA zflT 300fl NIM "aE X ' S I it W/5KW 0240V 1PH 2 CAR GARAGE 18x13 plen platform by bldr 4" bath duct scale _-1/8 =1, 0„ to roof cap1 w/fan—light Nutone 763RLNB s r2M 3zoH 2 8818" O AREA CALCULATIONS 1st FLOOR 2281 S.F. TOTAL LIVING (AC) '.2281 S.F. V J O O J GARAGE 476 S.F. "0-'r "A\r 13JA02 COVERED ENTRY (BASE). 57.S.F. "El" �6 "A" N07AV111 COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. Rating gnu ,re=a, O 9 �5� Y W z (17 U z O Q\0 J m Q N ry W •• .. ® Z _1 Q :D J O m EL