Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX I)FDRAWINGS R31S.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDIING SOIL APPLIED PESTICIDES, SHT NO: TITLE 3000 S COLUMNS AND BEAMS A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS El 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AlOUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EAR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A{1061 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING REINFORCING SHALL BE POSITIVELY SUPPORTED BYTEMPORARY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORI EPDXY, THEY MUST FIRST CONTACT THE ENGINEER 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) P I ( )• AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. IDS OF ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. -H OR 11/2" TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE &OIL & SHALL MEET ASTM A615/ SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON G ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IFCONTRACTORS WISH MUSE A DIFFERENT OF RECORD FOR WRITTEN APPROVAL GAS PREVALENT AREAS, APPENDIX 'IF- OF THE FLORIDA BUILDING CODE Gth. EDITION (2017) IS TO IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) NLORIDA BUILDING CODE ACCESSIBILITY BTH EDITION (2017) 43 (NEC 2014) & ET - (ACI3 . 34) C NATIONAL REQUIREMENTS FOR STRUL CODESCTURAL BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) BULL BUILDING SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACT 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -(ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. AND E IN ACCORDANCE WITHHE OF SHALLENTS 2.EXTERIOR COVERING MASONRY WALL CONST. ALL TRM APPLICABLE: WITH THE REQUIREMENTS OF ALLTHE FOLLOWING WHERE APPLICABLE: FOLLOWING W H THE REQUIREMK NITS WHER (A)GOVERNING SMUNICIPAL AND REGULATORY AGENCIES L (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL STRENGTH OF1900 PSI (f'm =1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASI 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WWITH OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MAS'I 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT -SHALL 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALI,IL WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND GROUT INTO CELLS BELOW. THE USE OF FELT PAPER S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPAf�ING 10. DO NOT APPLY UNIFORM LOADS. TO MASONRY WALLS 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE M C270-12A. A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS NRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 112" CLEARANCE TO INSIDE FACE. MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF AS A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS. ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I-J01ST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2"' LONG. 11 GAGE NAILS HAVING A 7/16 HEAD OR 71W LONG, 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTIGALLY AND HORIZONTALLY (REF. 2017 FRC 11703.7.1), R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION, SHINGLE METAL. TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. - AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLACKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.. I 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. - = 00 M BEAMS: SP SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. pARALLAM COLUMNS: 1.8E Fb - 2400 PSI IHICROLAM (LVL) BEAMS: 2.0E Fb 26 PSI GLULA / 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/CD, EXTERIOR OR OSEL 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 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 SO 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NONCONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT s S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS 16 S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC �3 N SC i v*`wrutnaaaaa�� E L� y ` JN v 0TS6A pj i PSE OE i w a � agar :ac1w° � I y D U O v s c o EI to 0 a gwgF F W NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. F g U n w TOP CHORD DL 10 (PSF) it A w PRE ENGINEERED WOOD TRUSSES aoT�ronn cFHioRo of 5 (PSI) SEE FLOOR PLAN FOR, ACTUAL PRESSURES g ® a a t6 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER @z Q Z 8 5 ¢ 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNESTRUCTURAL PLAND IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g� m w € . ; 009 m -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y w a zS d B z i 0°. m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (ABET COMMMENTS: o S-g 2 r a A J e a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) >I'$ I ® ar o y LL 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER SOO SQ:FT 100 (PSF) a v );� yZj 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) vNw.Fosauacua ❑ ❑ Cl TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES S. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. R 0 (PSF) CD o tO 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 6STACK ROOMS 10 (PSF) z S SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL (& HAND RAILS (d) 200 (PSF) T Z o 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) - Q c d"M S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING .POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) �l SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) c o. 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 It. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A p E NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO.. E Q w a FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: a Yilill Ln 1. MISSED "1" 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 titleblock of these H w 008 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '- $� a;- 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 fo 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 45 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 oQ THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to =' ® a d m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR ` 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to p DAMS HOMES construction. All construction MUST be in accordance to the 3. FOR MORTAR JOINTS LESS THAN 1/4 PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM15 TWIST STRAP W/ 14) 44"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS T, . KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMi6 FOR UPLIFTS LESS THAN 1720#). iF CORNER STRAP IS HEREOFFOR ANY REASON WHATSOEVERAssurance Manager at 321.972.0491 immediately. No backcharges d MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4) 1/4" x.11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be Considered for reimbursement by the Designer/Engineer a 3000 GULFBREEZE PARKWAY O / ( 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 without advanced notification and approval by the _ GULFBREEZE, FLORIDA 32563 N0 MORE THAN 10 STRAPS MAY BE SUBSTITUTED R NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR, iF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND EOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Designer/Engineer. Payments will be made In accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. DIVISION LOCATION: PORT ST. LUCIE 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. 9 V Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 'z� C `� 2 a MASTER REVISIONS REVIEWED FOR N DATE DESCRIPTION CODE COMPLIANCE .8 O ST. LUCIE COUNTY DAMS HOMES BOG 15 z LtJ o Of Northwest Florida® LO �H 3 n ` FILE COPY 2 H Zi v oo �z o O J W 0 LL �; mc�cn (p 1(77202-0 m Model Name / Number: 00 GULFBREEZE PARKWAY GULFBREEZE, FLORMA 325633 W JL820 VI Plan Issue Date: Thursday, April 30, 2020 � V I KA PROJECT NUMBER: - _ 20-3042 MIDDEL 1820 Sheet: � Of: COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INITERNALPRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT � 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION s FEE T) ET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5O (+) 27.6 (+).. 27.6 10 (-) 29.9 F) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 M 24.8 4 I ® 0 (•) 27.1 (-) 31.1 I a# 0 ® YYY (+) 23.4 (+) 23.4 100 O 25.7 (-) 28.8 DIAGRAM GARAGE DOORS*'! SOFFIT 9'-0" x T-0" 16'-0" z 7`.0.. (-) 51.3 (+) 24.3... 0 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. (*) SLOPE MAY VARY 24°' MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN- 00 N �! JL1B' �(2) #5 REBAR FM01. SINGLE STORY FTG REINF. SEE PLAN_ #5 REBAR ^^Mr TIN SIZES INDIC D (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR F.F. VARIES LAPPED MIN. 6" AND SEALED. MASONRY 0 ELEV. 0'-0"— - - - W/ (1) - #513AR OO 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES OFFIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. * ' •.) 2 STORY: 20" X 20" • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N W (3) - #5 CONT, BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG SEE PLAN ; r,; • ; e; ,� DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR A CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS.. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" -1'-0" FM02 SECTION @ GARAGE 1/2" a 1'-0" U.N.O. ON PLAN. 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. ALL FOOTING SHALL BE MIN 12' BELOW GRADE 9. MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 3.1 PROVIDE 4". STEPDOWN TO SIDEWALK FROM ENTRY 1 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 9" OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR ) IN E UAL UFTS NOT TO EXCEEDING 12" THE FOUND FM03 I THICKENED EDGE 1/2" = 1'-0" = 1'-O" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (") SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2(X10PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR, FIN. FLR. ALIGN DRIVE W/ BOTTOM OF ,� 2:STORY: 20" X20" RECESS &PITCH DRIVE R 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1/2' = 1•-0" 2x BRG. WALL 2 STORY: 20" X20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN'--tl.--- 4" 16" 4" 245 REBAR FM11 STEP DOWN BRIG. 1/2^=1'-0" FM12 STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" O ..° TYP. SEC. ELEV. 0'-0" WITH CURB J (1) 45 BAR CONT. �8.(G.C. VERIFY) ao l I z REINF. ? iD F.F. (SEE PLAN) 2 #5 CONT. _ INSTALL LINING s ` w 6 2 #5 BE BARS W/ MATERIALS PER "` ° x • w w MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" * �- SLOPED TO DRAIN #5 CONT. MIN. FM14 SECTION @RECESS SHOWER 1/2°=r-O- FM18 TYP. STEP FTG. DETAIL 1/2" 1--0" FOOTING SCHEDULE SIZE DEPTH REINFORCING GRAMTI CAP. [Ibe 1'-0" X COW. 1'-0" 2 #5 E.W. GOT. 2000 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. T200 2'-6" X 2'-S" 1'-0" 3 #5 E.W. BOT. 110DO B'-0" X 3'-0" 1-0" 4 #5 E.W. BOT. 15600 31-6" X 3.6" 1'-0" 4 #5 E.W. SOT. 215DO 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28" 4'-8` X 4'6" V-4" 5 #5 E.W. BDT. 34500 5,-0" x 51-0" 1'•4' a #5 E.W. SOT. 42500 I&.0" X B'-0" 1•-4" 7 95 E.W. BUT. 61500 LEGEND Ir•- u - INDICATES 51NGLESTORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING ALTERNATE:' REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY ro MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE N E FOR EA. HORIZ. 7-77 REBAR, TYP. U.N.O. iv :.•; .'. ,:.: ' -• (2) #5 REBAR 16" A/C CHASE 4' PVC SLEEVE 2 STORY: 20' X 10" THRU FOOTING VVA3) - #5 CONT. FMI91 TYP. CORNER BAR DETAIL 1-1/2"=1'-o" FM23 TYP. FND PENETRATION 1 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10.. 16" 20" W/ (2) #5 BARS <674# 8'-8" >2'-0"3'4" 10" 1-01. 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'4"-4'-0" 12" 12.1 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 918' O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. AWL F.C. " a SPACING (O.C.) A A ° W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4,-0' " < (i) 05 HORIZ. CONT. TIED TO `� "• ° " FA. VERTICAL REINF. B " FIN GRADE- B' MIN. f TO TOP OF ^• STRIP FTG. COMPACTED CLEAN FILL ,• IN MAX 12" LIFTS STRIP FIG. W/ QTY OF ^MIN. COVER 0 REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2, W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND r. F.c. Aev, FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO / -S TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE ,c. 5.. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" -, h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 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 C _____________,__________ ___ ____ ■ ■ HOSE '----- ___ ________________ ___i II BIBB o 3 I o , o r i i FM11 it iFM11. I , a F2.S I F2,5 f -ya I , 00 ; STRP DN. 4"cli , ' 'v I ' � ■ ' , I . „ 3 1 o ;TUB I / UNIT I W.C. ■ LAY.LAV � � Il' -gtr of in LAV i�I i0 it �P0° ' yt (/ _'�' W.C. �y in '+LIB STYLli MARIES o ; :'VERIFY DRAM I I v 1',',L.00ATION ;II (I L I I 4 I F.G. SHWR_ 24' 8" -- ---- 12' 10' 2' 2 c't' .:'SINK m i V ■ 12 11" PROVIDE CHASE ' ' FOR HVAC UNIT VERIFY LOCATION 7, 0„ o WASH ' ' ' ' '' COMP. UNIT I _T - i F cis' ` r to 301 00 Q ■ ■ STEP DN. 4" FM11 FM312 \ W.H:, i �?O i I (. r m-, , 1 io ' =p I R� R I ; ■ ■ STEP ON. Safz" ; aS M P (A C 6,4. ' T^; CIE C U T , I " W W I , ;_ C.J. O of � v, I i �"•� BOVC� 0 - - - _____________________________ V - - — 0 ' N ( I N TT 2, 8„ 7, 0„ 3, 8„ a O I R2.5]-- 4 ------- ----- 1 ' ■ , I ( �+ LE Copir f , , i I `v .4" i 1 ° FM03 I ( 60 zo O 7D I I F2.5 � FM zo i qFM,1099 I I ---------- ^ `---------" BBB _ in ■ ■ \—(2) #5 BARS W/IN h EACH F.C. TYP. @ EA U 4" 6' 4" 2' 0" �, SIDE OF OPENING 16,00 19, 8" I FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS E ,TL\T1111Tlffff '0N'O' TOR,� sA "" dD a* �W ' S1 A Qe t 0 �� A- °,��ffan11111Y0° y T I g�ggg F Nib yy ti � Oa s64 Uj 4. W y BM- a0 ¢W�3q; o Tf•�g¢ Wg��Ty � m 0 "A2P L E p N 6L W 0 j � �iD o » ww,v.F08ENc.coN ❑ ❑ ❑ CD, z r Z M g z� a' a N Ln W H � p Lhru Ln U ENE — W �s 2E U � o�' ola 911DAMS HOMIIICS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST" LUCIE Job Information: I I� O l0 q� w ¢ M m c z MV.� 3� N o 0JL��./u�Z) ( M J . W V J U) OD Lto Model Name / Number; 1820 Plan Issue Date: Thursday, Apr1130, 2020 VT—KA PROJECT NUMBER: 20-3042 Sheet: /'� Of: 3 FOUNDATION PLAN U W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 10G% OF 'B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL o m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N,T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 11/2- VTR BIBB INSTALL FAN BOX PREWIRE GFI 7, A02F, , INSTALL FANS' BOX PREWIRE LJ , I , , , , , , , , I I i , - ----- - - - - -220 , `HY ' I I I I o CEN. IOF WALL , z , U' , I I I I � i I I I I I , I , , , INSTALL FAN - BOX PREWIRE t I I i , L , nn I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM, INSTALL FAN WP BOX PREWIRE \ GFI \ , ----------------------------- ---- , DOOR \ \ BELL ' WP I I GFl i J� Y I / I I I , COACH \ LIGHT GIFTIGF !22d GFIw w GFJwIG_FI O ISP I I FOR D/W MICRO/ f ' HOOD I I ♦ ; ` GFI / \ ®' I I I I VERIFY d l I LOCATION 1 I I GFI ` IN FIELD SCONNET WIP (fOR T r - l GFI 220 1 I I I Al . GFI @ 42" AFF ELECTRICAL �' GEL@ PANEL 42" AFF 220 E-H II \ ATTIC ELECTRIC \ IF REQ'D BY CODE \\ �Q¢ZZ ZWZ \� \ o O ZQLLmµJ� 00 GFI GFI Z a o O pa N Q FOR GARAGE FOR GARAGE � a m o ¢ u DOOR OPENER DOOR OPENER 0 o z s of ow m _______- -----------------------------------------------• I , � , I ' GFI @ = ' 42' ;AFF � I , , I , I COACH-----------�---__—_--__�'- COACH LIGHT COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS BIBB ELECTRICALNOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9.. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS. AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT w � DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET Dp P DISPOSAL N� T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT AWL BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE �,/ 200=210 COPPER Qfi ED FOR IN 2" CONDUIT METER MAIN CODE COMPLIANC. DISCONNECT T. LUCIE COUNT). 200 AMP A/C DIS C UNDERGROUND SERVICE#14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # B COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. - �•�S- ggFC1103 F N W Q�g3yti m�€mE a gf9 �§ a a m pg1161Z'=viq Z o N s z i— K. W.rsm=�� m m o s@��al ]2 W o ■off 9 A S / WW.FWIiNQ.COM ❑ D ❑ W p Z� o Z m � Zlow c z Qn L� `Q) (� Z o E oU ° w �o N c m tom°M [6 u O �N E m I 4 raKAc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE Job Information: Z LO LIJ N ni c ccN m m 11 3 ' z F—YUm cq Q _! LJ :D m o Model Name / Number: 1820 Plan Issue Date: Thursday, April 30, 2020 KA PROJECT NUMBER: 20-3042 Sheet: 4 Of: ELECTRICAL PLAN 6 TOP OF BLOC LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR_ io 25 SH — _ BEARING @ ENTRY N o� TOP OF BLOCK — DBL 25 SH 0 00 SMOOTH DECORATIVE o RAISED BANDS RETURNS eG 2'-0" SEE FRONT ELEV. FOR SIZE &STYLE - LEFT ELEVATION "All - SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT FIN. FLR. 48" OFF RIDGE VENT 48" OFF FUDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net Sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.2.2 net sq in / at Ridge vent provides 18.00 net sq In / If Off ridge vent provides 138.00 not sq in / at Overhang distance 1.33 R S.F. of Area to be vented (SF) 2409 a.f. Total needed for exhaust for upper 1/3 578 net sq Inches Total needed for Intake (soffit area, lower) 578 net sq Inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used In combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 169 12 --t6 Iv-uh-17 ul:R WI OW HEAD HGT _ SMOOTH DECORATIVE ■. j RAISED BANDS RETURNS - LITE TEXTURED DECORATIVE 2'-0" SEE FRONT CEMENTITIOUS COATING �o ELEV. FOR SIZE & STYLE Eo 33/2 SH IN. FLR. DBL 25 SH 25 SH FIN. FLR. 48" OFF RIDGE VENT 12 6 TOP OF I LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT cc zo 25 SH FIN. F I Lj (2) 3050 SH 2868FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" KEYSTONE DETAIL SCALE: 3/4" =1'-O" TYP. OF (2) M LR. 10'-0" BRG. 0 ENTRY v TOP OF_BLOCK 6" RAISED TRIM 'DOW HEAD HGT \+p/ 0 ® ® 6 o be o ab � DBL 25 SH FIN FLR. — 4"/8"/4" LITE TEXTURED DECORATIVE 3068 DOOR W/ (2) 1068" RAISED BANDS CEMENTITIOUS COATING S^L. AND 16" H TRANI. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS 1 6 16" X 30" DECO VENT TYP SEE DETAIL ON THIS SHEET RIGHT ELEVATION "A" SCALE: 1/4" =1'-O" 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "All - SCALE: 1/4" =1'-O" �. 8 g m Y 0 c O w c x 5 teevvvtenurreps ..+awl TC)R/3�S i��� [ ewe r ; LI T i {11 ssC.`......... ij 0 4- v U pD O a g g E cci"'Ym F N W e x0i XX�' Q °^' Y $ € m �Wg QE�LLH www pie it wa z5 3 ¢ g m m �d F poS a c FL WL IL L o � ut Ulm z o N Z O N Y Z Z vW� i y f4i p E ! E U — $q� v) C m ! Go V 0 v ! AK Q 41 GRO ee N W � ® MS<HOMES a c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY REVIEWED F0,H� GULFBREEZE, FLORIDA 32563 CODE COMPLIANCE v DIVISION LOCATION: ST. LUCIE COUNTY PORT ST. LUCIE BOCC VI Job Information: cILE C _�!�TOP OF 0 W a o CrIL m a 0 PY z K F w y 0 > !7 Y m M W N 0 J O ED 8 t N m7V Model Name / Number: JB20 0 y s VI Plan Issue Date: Thursday, April 30, 2020 _ a wv TKA PROJECT NUMBER: 20-3042 a m Sheet: � Of: Y ELEVATIONS SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN F 7/16" OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/10 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX II' 20'-0* MAX THICKNESS IS 16/32".) IF 1 '. TB03 USED, THEN THE ALTERNAT I E 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 SWZrS 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS ' 4 FT. 2 L----- ----------------------------------------------- 4 Fr. x I , OI O I �I I xO ' I (,2 1 5 f F.- 4 FT" 0 O lO 5 FN. 4 Ff. 0 1 G F g -------------------------------- -- F----------------------------4 FI . O ---------- 2 \Fr� O3 ROOF NAILING ZONE DIAGRAM NAIL AT BASE 2ROWS @4"O.C. W/6d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"D.C. W/BdCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 8" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 8" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS& NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/Sd COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE W/ 8d COMMON NAILS. @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB EXPOSUREI (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI BEYOND SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PE SECTION X-X I NOT FULL HEIGHT SHEE II I I II II II SOLID 2x IEll II 11 II 1 III 11 II 11 1 BLOCKING @ ALL SHEATHING o - III II III 11 11 11 1 III II II I EDGES (SEE 0 SECTION X-X) N III IIII III OPENING III II I r-IF- II - - I11 -: II I I II 11, III 111 11 III - - II >_ 11 II 11 II II 11 1 II I II II II III II II II II I II II I II II II I Zx STUDS LU UU BEYOND. _ rn SEE PLAN o � z r _ -„- r I I II I I 1 II I I I II IIII, I I II 1111 J W LL ~ 1-Ow O m O (,or n w 20 p - NWIr LL N LL I1,1 W L SHEATHING I I it 2x4 P.T. BASE - PLATE BEYOND 2x RIBBON VERTICAL HORIZONTAL SEE PLAN OR BLOCKING WAI L ELEVATION DIAGRAM BETWEEN as" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF 8" /8" TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA END. NAIL I 9 FLITCH PLATE TO VERTICAL I -�'IE�S .f� 4"12" 3 Y2° W/ (4) 8d NAILS NAILS @ 3" O.C. S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 12" ALTERNATING STAGG RED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. <CONNECTORSCHEOULE FOR: ADAMSHOMEb-1820 ELEVA&CR-3 Car Gar w TRUSS ID EMPIRE TRUSS ACTUAL " CONNECTOSD CONNECTORUPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING Cl-CS, CIV CSV, E7, E]V, E]VP,H], H]V, L/R .454#or less HETAl6/PER TRUSS MFG 1810# (9)lad x 1-1/2" DOSG G01 L/R - -909#o, less HETA16/HETA16 1810a/IBM# (9)10dx 1-1/2" G03 L/R '. -909#or less (2)HETAIG/(2)HETA16 -1920#/1920# (12)lad x 1-1/2" (12J IRS X 1-1/2° ADIBG,MICG L/M/R -8744 or I., HETAl6/HETAl6/PER TRUSS MFG 1810#/1810H (9)ladx 1-1/2" . AbiACY Lf N(/'Ry -586 por less HETA16jPICA/ PE0. TRUSS MFG 1810N/10404 (3)1WxI3/2" (18) lad 1-1/2" 'SO2 MEOW 4J14/R -615#or less HIOA/HETAl6/PERTRUSS MFG 1040#11810#.,. (18)10dx1-1/2" I (9)10d xY1/2" ' (9)lardx 11/2" "of,LfM/MOW ^7!,¢M arlAyT :N'ETA7$/(ty%1TSfd2�)(2)Mnl2J 1B10a/19Ba#/ 128)SOdxl l/z• 19809/1810# (28)lad X1-1/2" 'y (9)10a X 1.1/2. (10)106x 1-1/2" 1Y �3JNETAi4/i3)ftyAHD% `r 1920a /262B#/ (48)10d xl112". .:LjM/MyR >-7;8$iq 9T1bb/F „!" . CYIM1TPas ,`),620a/1920# 148110dx11/2" (10) lad X 1-112'' 'DpaA: COM 6RG .-65 k11~OJ�� 'NalEO ..83E PLF r(1)16d�040.C. TRUSS NAIIE4T0 TOP PIMP ,: PER GE01/S4 - TRUSS MAN UFACFUR ER i PROBUILD DATE 01 AYOUT L=LEFT,R RIGHT &M=MIDDLE BEARINGS -L BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS ALL CONNECTORS ME SIMPSON PRODUCTS 's: „ ,.�• ... `-c ' 4, '. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 LAV >. ^w - In C1. N > N3V 4h � F C3 CSV F. M F. C5 ADa 1684# UL EXPOSED TO WIND 1684# UL 3/12 VLT 10'-D" CLG 3/12 VLT A06 D- D .q 10'A" CLG S-4 A06 3/12 VLT 3/12 VLT BRG-8'-0"AFF W/KNEEWALLTO11V-O' (Y/ 10'-0" CLG 10'-0" CLG 1V-O" CLG I III 8'-0"CLG CA 10--0" CLG 11 1 VALLEY B01G 4RPOSED TO WIND 4S-3 TRUSS LAYOUT "All & °CR11 SCALE: 1/4° =1'-O" 3/12 VLT 3112 VLT BY OTHERS &-D" CLG 2282# T�O. ,r1 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS BPF SYP C MCTOR&FABTENERB SPF SNP OFRAMEro IETAI6W (B)fWx1'N2"OR HTA18w(10)t0ax11&OR MASONRY HETP20 W(9)iW x1 VT 181E HTA20WOC)10dxl 10 Two Iva OF ME O H2.SA W I10)Bd NRILS bu 5% RT]A W oO& MILS 515 m © FEARS TO HlMw/IId)1DIx 112 1015 104E RTIMwV71104 x 112' INS 1020 FRAME H1M2W118)I0dx i 72' AT 2 PLY TRUSSES Sp TOM PIT ISF WUA)1 Ad x 11IT AT 2 MY MSSE8 835. IM O FRANETO MTS12vM411WxIIW(ATEXMIOR 0 MM'12Wn4r0dx11lYNTEXTERIOR FRAME LOCATION INCLUDE(3) IM TOENAILS 9BU LOCATION INCLUDE (3) 131 TOENAILS I= ITEMS OE FRAME TO MOT wRY!)10tl NML8,WOBff ATA. wIIT MUGT16WR8110dNALSANDSAY' A.T.R.al MA9IXIRY EMBEOMENTW MMP80N •dET'EPDXY 3Hb 3885 1TC&IREDNENFWSIMPBON'BE71LP.'RV 393p 4495 FNALE TO HTB20W(24110dx 112(ATEXTERIOR HTWZDW(24)10dxl 117(ATE)CT95ER FRAME LOGTN7N NCLIAE 11d TOENAIS 1N6 131E LOCATION INCLUDE(J)1MTOENALS 12% 10W FRAME TO (2)HTS20W148)IWx I V2"(ATEVEERIOR RI HTWRO wAM)1W ni 121AT EXTERIOR FMME LOCATKN NCLWE(8)12d TOENAL9 200 262E LOCATENINCLUMOO12d TOENAILS(EA) 2570FRAME303E 'A'DN ro HOT-2W1(l11I0d"LSAND(2)SR"A.T.fl. HUDT2W(1011W NaLSAND (2)d/B'A.T.R. © MAbONRY 'R' 1YEMEEOMEMWMMP90N GET' 1088E wItY EMBFLMEM"W MMP90N "9El' 702E GORE EPO =41FOR3RY) EPOxY(HUS73FOR&PLY) ORRAME TO FGTRW(IB)i/4°x3°�.9 WO�SLF£WS RFUSW(12)WSS WOODBCREMAND H MA90NRY AND(411YR5'TITENHOANCHORBOLTS 310p 4]25 (4)W4'x0'WED069OLT % U (SEENE O 2 w/(1811 W SINKERS & T7) lAMINS D °xz-IN"TNEN2 1TM 2W0 y� MASONRY BE O � FRAME TO (2) LGT2 W RUR 1 M MNIERS A(14) RI LUTIS W(32) 10d SNKERS A L10) N O MA90NRYl IN'x21N" TITEN R PLY TRUSS) 9SODM 4090-M 1M'x9•WmOE.BOLT (2 FLY MOM310ON 31" 'O FRAME OR RBIIW SINxEAB MR FRAME(FA). 8210E 1 OR(B2)1Sd MNKEASFORFRAME(EA) 3B00F � FRAME TO R)LGT3WR4)il4'x3' SDSIGIURMS RI LUOT3WR411K x2 tlY WBY3 4 J3 MASONRY/ d(S)30°x7TITEN(2PLYTR w 4)8pM1 %TDM SOEM&FR313°xTWB12 PLYTRUSS). 3n%A1 706DM O FRAME OR (B2)1Btl MNYFA9 FOR FRAME (Ea 8010E BBaOF OR SIR IN SINKERB FOR FRMIE(EA) a#SDF 7710.E TO O BEAMHUMID OFT MIG10W11NtW 8(10)tW OWA80 H04100R lE1101FW RD71Btl6(10) tOd (MK1p6J y BEAM NML6 UM895 NAL6 WN950 D OBEAMTO HINIO OPT HUG410 W(18) TITEN CM(I530 HD4100P1 1,10010IF W CM IW x7 GRO355 y MA90NRY IM IR"&(10)iW NWLB UM800 WEOOE4IDLT810 iW NMLS UM50 Y BFAMTO HUMOPT NUdBWI8)TW NaL38 MINHS OA000 HD480PT HVMW(8)iW NaL9& l3#182B GN2018 O MAIIONRYI (12)IWx2SN'TITEN(T0W.) UBBBO UM1% NM 2)I4Vx23/4'TAPCONS(TOAS.) W1030 UN%0 G FRAME oR0211ed 81a11W IFDR FRAME) SYPF SYP-M M oSs1W&FRIW(FORFRAMEI SYFF SYPM 0 (2)H1ETAI60PTR) HETA30 (2)NTA180PT(2)HTA20 OM FRPMETO 1-PtYw/1o)10an1 t/TOR 1820 I= I�YW 1B70 MASONRY TPLYWN2)16d 23% alas wUy.lEz)1W OR 24]0 HT9NI6W(Sl0dWUSANDAlM421/4' B% 1110 IRWMiSWORIMNALBAND(C)1/Px1Y4' 11,13 MIS OFRAME TO TAPCON9 WEdRE. T G N MASONRY OR HTSM0 W(10EDd MUS AM(4)114W ck' BEE 1110 HTWM20 wl(1 O)IW NA08 MO (4) 1MYl 31C TAPCON8 WEDGE -BOLT 11M 122e 3 ©FRAME TO HIM V(9) W,rl 12 NAILSAND(2) 81PSal- 760 910 MASONRY TRAN ND ^ FRAME TO DTT22W(8)1N"IO IArSMIVZ D DTB-TZW(B)iN"x11ITWSt6 WOOD `U ��, 6CREW6AFD (1)1IY6 ATA. EM)GEDW lass 210 S0FcSMANE(1)12.6AT.REPO)IIEDw/ 1510 IS35 MMP30N "SET° BEENOIEAI SIMPSON"SET" SEENOTEN FRAME TO'HTT6W(ffi)18d Yd12 Na63M10(ON8"B MTMWI'18)18tlx2 LIT NAx.B MD (1) D MASON" ATAEPCOUEDWESIMPSIMIGEr' 4375r SM'B AT.R EPOaEDW81NP60N°BET SOUS { (SEENOTEWBELOW) IBEE NOTEpO BELOWI wJ' a 4\y11ITOx FRAME TO NTT4 W(td)18tl XL12 NML9 PNDIII NB"6 H1T40W118)iW#tIT'NPLS MID 111 O A\ 1 '1 /� © NUMPONA, AT.R EPDxIED WI$IMP$d4 •eET' 3440 SI8.8A.T.R. EPO)3EOWSIMFWN"SET` - 418E \\\.. `, �,0•• IR� I ISEENOTENd SELOW) TREE NOTE N40ELOYA \ 1� O F Eo H10SWR4)10dx112NALS TIES LUOTI W(23)Sdx112NAUS Da 10M C 4`O C G {SSE •'• S 0FRMA8,: s FMMEro HMBKTW(4}1H'kI 1/T SRSWOOD RTIBMWIW 1Wx111T'NNlBi C v, ��. \ A O MASONRY 6CREW68(511NY2lie TAPOON6 700 14) IM°x 10MTAPCONG 1395 19B5 111 ^) $T8� '•.. FRAME TO VGTW(1S)IANS" SDSWOODSCREW88 r +' J • 1'1� �' O MASONRY 111MT8A.T.R. EP6(IEDWSIMPSDN"SET" 96Bd C W 12• MIN EMBEDMENT OFRAME TO R)VOTW137)TN'k0°SUS WOOD9CREw8 ^^ �c e MASONRY ER) ISErWI.TMIN. IEDWSIIWSON 81]0 )18S 5ET'W iT MIN. EMBEIXdEM ' VOTW 00)1/4'xY 805 WOODBCREW98 ; FRAME TO HOLH-64M5w/(10)1M"x212•SDBWOOD III 4585 MUGTI6W/(22)l0d NWL88HTTMw/(18) 41% 1'O } `S^ FRAME 1W NMt88111 M6'HA.TA. O O ( Y; 50P.Ew38(11 W8'6ATA. {x�+ d ,L+ .• - U O. FRAMETO IR)Hrta w/(d2111id'"'t 12'NAILSfl 4� (2)HR46WI311100X112 Na13 - 5p05 a �dN•` `�' YY��♦ 9® FEAR E III S'6'6AT.R TREE NOTEM) &(1) WIF A7.R ISEE NOTEN4) 'Ardf Y OIOLAAV\ N 1. CON M1plJlerW R n#a. L 1 CONN STOTRUM MMC TOINTEMOR BEAEDGWOODWAAU76EAMS ,UA.dTNpN .. 2. ALLTRYUKER RSIMVNECTIONBARE WLOWOEO B.T FRMANUFACTUREti,UN.00NPIAN. A GO.MAVUEEEMTNERMMPBGNORIA3PCONNFDTIONS, BEE FRAMIND PLAN FOR CONNECTOR GALLOUL m 4. FORSINXT.R.E EMBEDMENT SEAM U.N.O. i2Y4"T®TRUSS VERTICAL WFHW(2)ROWSOF iW NMLS�l•O.C. STAGGF.RFD. 8. lY' MN.AT.R EMBEDMENT � CMU BONG BEAM U.N.O. 6. SCAB TRU99 LMORDW4'4Y'2x SYPN2@WTCX CHORDLWBER BYE]w1121R01"/31W @4"FROM ENOd1. O.C. ? STAGGERED;CENIERAT CONNECTOR LOCATION A6 CCCX MUCH A9 P0991B1E. ' P a a O MIMMAL CONNECTORUNOON FRAMING %AN O c I. CONNECTIONFCR ALL ROOFIFLOORTRWS TOMASONRVWALIUNTELFIOFWALLB VNOONRAN w 2. CONNECTIONAT 24.OR 8Y'O:G PB1dNG VERTIGL9 FORALL FLOORTR WSPMALLELTOMABONRY WALES 8EEDETMLFL.HIP .1 FORWEREINCK)TO EN S. CONNEC71dd Mn ALL. HIP JACI((CIXINER JACK) TO MASONRY WALSACF WALL6AJNTEL3 c N 4, CONNECTION FOR RLL CONTINUOUS fUM B M TO TOP OP MASONRYAT 37 O.0 MAC W(2)AT EACH COMM.SEC. TO VERIFY LOCATION DOES NOT CCNFLN.Tw JI OF APPLICABLE) LAYOUT tt g Iq 0p SgwC103 Q 5. CONNECTALL FIDORTRU$BE$TOINTF.PoOR AEMING WOOD WAI/fiFAM8wl R)1W TONNES C � 44E� �,tip.1 J� J BJR � 4 S&1g,8 pl LL LL LL © MINMA CONNECTOR UNOONFHAYING PLAN y "o•C10n 1. CONNELTd# FONT JAd(TRU99 TO WDOD WALL OR BEAM 10 'Q c � R © MINMALCONFECFORUNOON FRAMING RAN rxA 6�-�r�i'omp 1. CONNECTION FOR N.LTRUSSESTOIMERIOR/EXIERIWi BEARING WOOD WALBAND,OR BEM49 Q 5 �¢4Lq D_D6 L'JWa?yzLL K`p¢DODOmT,& PPh d � aE 0° a9L® 6" oN 88v r WWW.FDSENG.COM ❑ ❑ ❑ y (D DO ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16, OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" D.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 INFIELD 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 T0. REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. Z N Li N Z +O S Z % a a ¢o r a. a W c M - Y 6 Z I c Cr vl LO w Q o a7 Teagm 9 c U oli`�^Obj D , UN )3 Lo � M Q M o DAD �W II i DA 5 H0 $5 ui c ao v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 FOR TRUSS BRACING AND ADDITIONAL DIVISION LOCATION: ROOF INFORMATION SEE FOR z PORT Sl. LUCIE _ ItVI Job Information: CODE COMPLIANCE i ST. LUCIE COUNTY BOCC cry m 0 O c LE 1'-4" RCOF .H. TV. FILE COP` < m G® W c O L j � E `q Y T7 O m / Ln G7 � m o METAL DRIP EDGE + C.M.U. OR ICF WALL _ \ `toy m °>_° C ~ -` J LPL�I m `8 0- 'C SEE TYP. WALL 2 x SUB•FASCIA -SECTION "- ALUM FASCIA o o _J J V! (n 00 KIT 11 2x4 P.T. FASTEN TO _ vi m Model Name / Number: 18'20 C.M.U.W/ 11/2" LONG T-NAILS 0 2'-0" O.C, N SECUREJCHANNEL v Plan Issue Date: 12° O.C. o CONTINUOUS VINYL o Thursday, April 30, 2020 KA PROJECT NUMBER: SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES Y 20-3042 ®G.C. SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE $. m Sheet: ^ ��A"J` Of: TYPICAL SOFFIT SUPPORT DETAIL 3/a"=r-0" " ROOF PLAN A V LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - 7rr NONSHEARWALLSEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS: CONSIST OF A FILLED 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) TOPOF SLAB I• MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SPA WAS) - Lod X 11/2 SPS OR SP8 FOR 2k5 AND 2x8 WALLS ce F. e _n DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/30DO P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8 L.M.0 2 x #2 SYP/SPF P T. W/ (3)1/2' X 8" 'J" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) 3' X 1/4' TAPOONS OR _ (8) 2 7/8' HILTI ITX-DNI. NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 I :nMIVM LGA4/DrtU/Jr IZMM) VVMLL IV I N.T.S. I #5 REINE. 20" MIN. LAP BAR N1 43 OR#4 REINFORCING BAR B. #3 & #�AP�PI it�G 25" M #5 STD. 900 HOOK #F I AP kPI REINFORCING BAR SCALE:d"-1'-0" P #6 REINFORCING BAR ' GRADE 40 U.N.O. #6 I AP SPUCF MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.B. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4' X 2AY 12' O.C. 1 2 x 6 1/4' X 28A" 12.O.C. 2 2 X 8 1/4' X VA- 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST w [LINTEL i [ i i (2) 2X P.T. i BACKS W/ i 1/2' O.S.8. i BETWEEN FASTEN PT 2 i 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. O L O O ALL ELEVATIONS MW. N Run i+rt corn P waaur d 1 s Reenn ar emro- C as LeTrc cavm eprronrxlxvoRcnP +us'acTYAL ntwnm m uxta rcARiesr s• XomuL worth TYPE DE81CsNATTON �F=FLL®W?X BRGIT/Y.NIRlm r.1L C6 •e Nei PT W-la"i OF LWO, CAMP SF16-IB/IT1 nmixaL u[or[- � � LCYANP,tY o•w xanu� veuxr Race Ar To[• MATERIALS 11 fc meow lIMIS=3500 pal. 2. To, prestressed lintels=6000 psi. 3. To grout= 30DO Psi W/ alwlmdm 8/8' aggregate. 4. Concrete masonry units (CMU) per ASTM ego W/ mlNmum net area ComPe6aw, strength- 1D00 ost. S. Reber provided In Ixscest lintel per ASTM A615 GR60. 6. Paid reher per ASTM A615 GR40a GR6D. Prewt assing strand per ASTM A416 grade 2701. Waxatlon. 7. 7/32 win: per ASTM A510. 8, Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Pwvlde full mode head and bed Joints. 2. Stxae filled annals as av ukW. 3. Installallan of II=I must comply WM the amNtecNral and/me cturddrawings. 4. Untals are manufactured who S-1/3' Ieng aafaMs At the ends W aecammodate va11e81 cell reinforcing and grouting. 5. NI Iirxels meet or exceed L/360 vertical deflection, except RMIS 17'4" and longer With a nominal height Of S' meet or exceed L/180. 6. Bottom field added rebo to bo located "a bottom of the lkdel cdvity. T. 7/32' diamear Wire sOmps are Wattled to the bottom steel far mechanical anamariai B. Cason -place cpr[crete may be Provided In composite lintel In IIeu of concrete Mainly mo, 9. Safe bad ratings based an rgticael design analysis por ACI 318 and ACI 530 10.1.1ntal min. depths are called out an Iintal plan. It contractor insists a deeper final than Indicated an the pion, doing Otis Imreaaes the Slangth of the lintel end Is approved wiVwut englmeedng letter. tt e anNler Iihtel B metalled coMecl FOR for approval. SAFE LOAD TABLE NOTES 1. All values bassi an mlelmum 4" bearing. Exception: Safe beds tar unfilled Timis must be reduced W 20%If bearing length Is less than 61/2'. Safe loads for oil recessed IIntels based on 8" nominal bearing. 2. N.R.; Not Rated. 3. Safe bads. are tars superimposed allowable load onthe awdon speclfled. 4. Safe loads based on glade 40 or grade 60 field rebar. 5. Additional literal load capacity can be abtalmol by me designer by Providing sadionel reinforced masonry above the precast Ilnts. 6. One #7 mbar mW be stmsthutetl for two 45 Mims In 8" lintels only. 7. The designer may evaluate cunasummul ]-We firm the Safe load tables by onlailating the maximum resisting moment and Shea W d-away from the face of support. 8. For wont id, Met heights not shown, use safe load Von rent rower relight. 9.. All We loads In WIM Of Pounds per Imoar fact. i y � A1T JJJJ 5 1`OT7101 \.NN' �0 TORp le of so m °� d ®J eF8k0 illli`1 T g � I 7 F 0 g n A E " to r�0 I':y OD y; g � U F NkDI 00 fi9 @ tl6m5 a gs Q5¢` t1 cy fR gwgg� 13 3 w wN of li Z= Sao a,g afy^v =I - a, pas„, o c d U i9 WWW.FDSENG.COMLD ❑ ❑ ❑ o Z N p a Z g $ Z m �' c Q c - Y V (D C 0 •I-�r in n) E Q w O a L/i pis � m wO(NIE ur) 00 C) CODE CMPLI�' 3 DAMS HOME� ST. LDCIE OtatsT N I �l C _ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 sons 3000 GULFBREE ZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: v PORT ST. LUCIE PRECAST'U" LINTEL W/ 3000PSI CONIC. AT OPENINGS GROUT SHALL BE FLUSH SEE GENERAL CONCRETE WrrHjFFfj:LL ow Job Information: REINFORCEMENT FOR REQUIRED LLE C®py HURRICANE A 11 i� 10. STD. 90. HOOK (TY-►HORSI� HOOK a r r is, � 1.� •.. 'T •�'�• J,.! 14. o N /�/ mod' w art As E.i O:•• 7 rc REBAR ON BOTH SIDES STD• 80 DEGREE­*`,otad ANGLE 3000 OF OPENING U.N.O. CONIC, W/1 05 DIA REBAR PROVIDE KNOCK IP T. BOND BEAM .Q. LINTEL $ 6 0 > l o -OUT BLOCK FOR FIRST BLOCK ALL W/3000 P.S.I.' Uj COMPLETE CMU COURSE CONC. W/1 #5 DIA. E M BELOW SILL &FILL SOLD REBAR \ G W/ (1) #S BAR FOR ALL • WINDOW OPENINGS 6'-6' o r%i / Lo RI M c'I 3 AND LARGE B' x B" x 16" INDICATES FILLED CELL FROM FIG. TO Of y Z • isa rn od CMU U.N.O. BEAM WITH 1 #5 BM MIN. @ �s Y 0 ^ O .�I J O D JOOCnV) V Model Name / Number: 1820 a� T 25' g .. Plan Issue Date: I LAP (A.AG 530) MN. LAP (dQd Thursday, April 30, 2020 gVI KA PROJECT NUMBER: 20-3042 SEE FOU ATNJN FLAN SEE FOUNDATION FOR L00ay,TIDNS Y o Sheet: S-jL Of: ,�` MS01 I BLOCK WALL REINFORCEMENT bA s r LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)'/2"1 kll. EACH END SEE FLOOR PLAN WEDGEANCHOR o FOR BEAM SPEC. ti c OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER °; •;1•: TRACK TO JAMB. ° � �'• • . c p. ry ;i 1, ,1 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n 0 '•J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL N VERTICAL MIN. 5 PER JAMB. E ~ SECTIONAL 3 ® OVERHEAD J h DOOR CONT. P.T. #2 WOOD SYP 2" X 6" a TRIM ° o�wellurrrrrrto r'u TO/� �4 2"x6" P.T. WOOD JAMB 0A C14� DOOR AND CONNECTION PER J ® ;: = c' GARAGE DOOR MANUFACTURER GARAGE SLAB 2, TYP. GARAGE DOOR 3 4S •� TRACK MOUNTING DETAIL a ¢ °cc_ NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS r DETAIL- UNLESS NOTED OTHERWISE F_ a 8 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T. s. a 2 v n ii c $ $e B W iD F§u7 gg ill ,D N 11 co 00 ib�U � OO,y J J J r^m LL LL LL W BLOWN -IN R-30 INSULATION PER FBC'� i AND ENERGY FORM SUBMITTED WITH a ��€' avc-•� a w PERMIT APPLICATION PROVIDE BAFFLES R 8 �5 ? a m@ Z O BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 1 FIBERGLASS SHINGLES OR a x F " € a W$ w =. i Q •� O C, W b m ¢ ro J W m m Z < ' 12. WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT 8, c ae d SEE PLAN PER FBCR 905, 1.1 OVER APA o Be.2 Z (FOR VENTED ATTICS) PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING . Eb`o. W 1 FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES y 1- a www.Fo3avG.coN ❑ ❑ TILE ROOF PER ELEVATION ( ) 1 OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) y m m In o PER FBCR 905.1.1 OVER APA Z RATED STRUCTURAL SHEATHING ; TRUSS ANCHOR (SEE PLAN) Z r> P R (SEE STRUCTURAL NOTES TRUSSESUSSES WOOD @ 24" O.C. T TO TRUSSES PER ROOF - - _ _ _ SEE PLAN FOR BRIG HT. r Z m ca Q FASTENED 1 o , NAILING SCHEDULE) � 'li^ 1 TRUSS ANCHOR (SEE PLAN) �� I �I I. 1/2" DRYWALL FELT PAPER OR • ' ' ETAL DRIP EDGE TRUSS PLATE J a _ ro .x 1 �, 1 1 TO BE INSTALLED ON OUTSIDE 3/4" P.T. NAILER 2X SUBFASCIA c V 1 a I Z $- 1, a FACE ` � r'�A A._ 5... . !' r.. ,I- " - - — - — - - — - ;.0� SOFFIT. SEE ARCH (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR o o V) O Q1 'w 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA w ' tMETAL DRIP EDGE CURTAIN NAILER r 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. ° o u _ F6 1/2" DRYWALL CONNECT ALL 7x STU ZX SUBFASCIA 1 x 4 P.T. @ WINDOWS A H LINTEL BLOCK 1 x 8 P.T. @ S.G.D. H O.H. DIA. REBAR " KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS ®6" AND LATH WITH FINISH O C E `� l 1 )0 o c ul n -, TO TOP PLATE 16d TOENAILS WrTH (4) SOFFIT. SEE ARCH. PLANS 30 0 I " SEE ELEV. 3000 PSI CONCRETE " PRECAST "U" LINTEL w TYP.) ALL SIDES / .� ( (TYP.) TYP. FRAME FOR COR- �� QO \ o a '° \/ N it'13 m m O. ` a s f I� SEE SCHEDULE OO \ NERS FOR NON LOAD w o p o 1/2" DRYWALL SEE PLAN FOR HEADER SIZE " N v° / \ / ° v ' ° O \ BEARING SIDES NAILED ✓v. ° v. ° v. " N v° w/ 16d NAILS @ 8" O.C. H U o rn Q o Q m 0�: 15/32" OSB EXPOSURE 1 ON D.H. 1/2" x 8" J-BOLTS MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. (, \ i (1) CENTERED EA. (TYP.J'1 COURSE HIGH A.F.F. � CMU BASE FILLED w/ CONC RElO�E4a��ta IrUF� a DAMS HOMES (OPTION) STAPLE: 16 GA. 1 3/4" n SIDE w 2" WASHERS \ i / PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON H FILL CELL -(1) #6 DIA. W 4 VERTICAL RENF W (TYP.) / ( ) / r� �r r CODE COMPLIANCE ` NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 " CONC. ALL LOCATIONS OF COLUMN PLAN Al ST. L.UCIE COUNTY � 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION a & FLOOR PLANS BOCC GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN N n DIVISION LOCATION: LOCATION OF OPENINGS IN N z EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULLwl TO BEAM FOR BEAM SPEC. z ♦ Job Information: STUDS ARE REQUIRED). J & TO FRAME BELOW NOTE; 44" MAX. SILL HGT. ON r " ALL BEDROOM WINDOWS. x VINYL FRAMED WINDOW rno W/ SCREEN WINDOW STOOL n a ` CEMENTITIOUS DECORATIVEN PER SPECS PRECAST CONIC SILL � � m ry FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL I .1 N FILE COPY O INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM y EXTERIOR FINISH - ; MORE INFORMATION). SEE T813 1 2" DRYWALL / SUBMITTED WITH PERMIT J (SEE ELEVATIONS) ' m ON SHEET 6 APPLICATION n FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING 17G. DOWEL #5 DIA. REBAR Y7" IN CONCRETE • 25" 1 x 4 P.T. ¢ m W c 0) o > �' m v WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED P.T /2 8 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND L L ATI ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 iE E ` M <a WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN Al , Al BUILT-UP CORNER MIN 3 2x4 w/10-10d TO COLUMN ( ) $ m / '-O Cri 5; 4) ti WOOD BASE MIN, 6" FROM LiVD -SEE W507 SEE FOUNDATION PLAN FOR POST OR 4x4 POST w/ 2x4 UNDER m m �- SEEFOUNDATION PLAN FOR TERMITE SHIELD ,; EACH END OF BEAM F— (,� N FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION T OF SLAB - — - — NOTE: 2 X 4 P.T. PLATE o O o a0 u --- — — BOTTOM STRAPS MUST BE : " 00 - - ' —+ �' GRADE INSTALLED ON INSIDE OF m ♦Model Name umber: /N GRADE COLUMN. DO NOT BEN , °r% N STRAPS UNDER PLATE. ° 1$20 CLEAN o ; , PLACE STRAPS IN FILL r' c ,�°.4 :' °••• °' "; ♦ Plan Issue Date: COMPACTED �+ 0 1 RE -BAR UANTITIES r CELLS w/#5 REBAR r • • ° (TYP.)4 COURSE HIGH CMU BASE $ FILL . _ " ; : ;.' , ;, FILLED w/ CONIC - SEE PLAN FOR : • ;�•:' SIZE. TOP OF COLUMN BASE 0 Thursday, April 30, 2020 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION —� 2'-0" AFF ' •• ♦ iCA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS PLAN � v v 20-3042 Y WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3,4'=1'0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. 0 TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' ATTACHED PER NAILING SCHEDULE TBI3 ON , SHEET 6 STUD ANCHORING: ON EXTERIOR STUD TO TOP PLATE: SIMPSON SP4 WOOD RAMS WOOD FRAME WALL PER FBC WALL ; AND ENERGY FORM SUBMITTED ' WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 18" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T.' STUD TO BOT PLATE: i SIMPSON SP4 LINTEL ' NOTE: HOLD FRAMING 1/2" 1/2" X W ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE ` STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 7/16" MIN. NAILED W/ 8d 48 4A COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN �\ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM �`� NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �`` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �` I `� SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END `I l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING �\ i. `� TOP PLATE W Ed 21 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF PLATE TRANSITION 12d NAILS @ 3" D.C.TOP WOOD BEAM SEE o PLAN FOR SIZE ,t , SIMPSON HUC410 OR (2) PIPE OR DUCT w/ OUBLE 12d + +I PENETRATION THRU TOP SPLICE TO BUILT-UP COLUMN I+ +I y TOP PLATE w/ MORE SUPPORT COLUMN BUILT-UP MIN. p THAN 50% OF TOP ROWS 12d d 2X TOP PLATE TO I p 3 PLATE WIDTH INSTALL @ 3" O.C. ' ' , NAILS @ 8" D.C. ACH2PLY GABLE END W/ 16d SIMPSON PSPN51OZ , y (SHOWN AS 4 x 4) NAILS @ 8" O.C. I I a w/ (12) 16d NAILS TYP. ' (2) SIMPSON HETA20's +I � TOP &BOTT. W/(1 )- .TO COL b + + + + fffhhh NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE CAL BLOCK ALT:MSTASTRAPS CENTERED W/ (13)-10d NAILS zaz TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALLu 'i Ea TO COL. 2X4 STUDS @ O.C. SIDE TYP. TOE NAIILS MAY BE W I-,. TIE BEAM SINGLE BASSEE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD 0 PLATEPLYWOOD TOP PLATE W 8d 2 1 2" x 0.131 NAILS SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/a°=1'0" CO04 BEAM @ RAISED ENTRY MASONRY WALL N.r.s. 2x8 SYP #2IS " TOP & BOTTOM ATTACHED W/ m (1) ROW 16d P #2 ° o NAILS @ 16 O.C. RIPPED m W1 m145• 1' 1" BOX HEADER DETAIL C * CRIPPLES MAY/MAY NOT BE PRESENT. I@ IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION ILI JACK USED AT EACH EACH SIDE OF EA. SIDE 2X BLK'G. OPENING G.C. TO O.S.B. INSTALL (3) TITEN HD. W W/ 2.8d ROW OF LAMINATIONS GGERED1 tl/(1) (ROWSO STALAMGGERED GEIONS RED 60(2) NATIONSsa(2) ROWS OF STAGGERED 5/8" x 8" EQUALY SPACED EA. END COMMON WIRE NAILS COMMON WIRE NAILS ED COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.144", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) o=0.1a2", L. 31/2")OR EQLAL (ONE INTO EACH OUTSIDE FACE) ID=0.16Z". L=31/2")OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW VOTES` i HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END KINGS EA END JACKS EA END KINGS EA END LESS THAN 4' 1 (2 (1) (2) >4' BU7 <9' (2) (3) (2) (2) 10'-O" - 16' 3 4 3 4 HEADERANCHOR 3 NAILED TO TOP PLATES, o HEADER & JACK N o HEADER SIZE NO. & SIZE OF &GRADE RAFTER EACH END EACH END REVIEWED FOR m CODE COMPLIANCE SEE PLAN (2)LSTA30 ONNECTOR REQUIRED ST. LUCIE COUNTY -6 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 FLY. PROVIDE 1/4•DIA. x 51/2" IAG 2 OPPOSITE SIDES TRATHE ACOLUMN. SCREWS O EQUAL (SPACE NOS SECTION FOR 3PLY! (3) 16d FFOR EE PLAN BOCK 2) ALL NAILS PENETRATE AT LEAST 3/4" CP 4) REFER i0 NOS SECTION 16.3 FOR THE THNIKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON 2X CRIPPLES @ 16" 0 C. SEE SCHEDULE �24" O.C. NAILS(TYP)—� WLL W/�MPSONSP2TYP. '"IWF37 TYPICAL COLUMNS DETAILS N.T.S. ' I GT. TOP AND BOTTOM 2 2-ROWS 12d NAILS FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �� SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �i. F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE• FOR OVERHANGS LESS THAN 5 8" - a►e em•��ut�� L E . PER LOCATION--,, 0,PPI� F 2- I.,II;.. O.C. . •• I W/ (2) 16d TOENAILS EACH END TYP. !2x • • • ! O • • p :. .ABOVE ELEVATIONSEE •• R I.TRANSOM :• • STAGGERED @ .� 12" O/C EACH a * WHEN STUD LENGTH FACE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR Z x 10 M STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED v TO HEADER EACH SIDE FILL ALL HOLES INSTRAP DOUBLE 2 x #2 n S.Y.P. HEADER W/ g 1/2" FLITCH PLATE COPY SOd NAILS @ HEADER. (U.N.O.) .FILE Q 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO o CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" C/C UNLESS - NOTED OTHERWISE @ 0 Vi 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) CMU 16d NAILS & A 5/8" EXPANSION ANCHOR w W/ 6" EMBEDMENT U.N.O. Na'G ,+. OR 8 1/2" AT GARAGE STEP DOWN * * HOLD DOWN CONNECTIONS g m NOT REQUIRED @ BEARING P.T. DOT. PLATE y / • NO REPAIR REQ D. WINDOW OR DOOR OPNIG WALLS WlTHWT UPLIFT s T O MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2°=r-0" WF09 WALL HEADER DETAIL N.T.S. N a r Y $ w H � U 0 m E L 0 ' bin is T c a< m a m Y 0 0 n c 3 N ai n x at m 5 %�,e'',��0 NN � R .`�. •� G Q A '. J • u6 o Nb 0 of OlF W- cc+) I ?y c o i •.• • C1ti.` YOB `L 0 F . •O` a eeee'I., n t � g v ' n S m' yy c c°a5 N 06 06 LO CO 0 P Om LL d R Bsa� a ui 0 � a ai aEc Z. a s�30� ZO w �� W qq g � m J 2� 58§2 J O c. o s W 5 ' WWMI.FDSENG.COM ❑ ❑ ❑ U D z co Z ¢N a a Y�/ a � _Y V! za y�IWJ� o E C O w o uon U 4+ 2 p ..- r -ca ? o Q rnonD ra�y/ MQM D IIAIIIIIIIIMS HOMES tl!tl FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: `y 0 z 0>Lo W LD N Q 14 I_ p C7 p p OI 4) o) � m z I N a 0_ILI".IZ) (8 a -j M U) 1 00 VI Model Name / Number: 1820 Plan Issue Date: Thursday, April 30, 2020 VT KA PROJECT NUMBER: 20-3042 Sheet: S w -v{ Of: TYPICAL WALL DETAILS *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. i MINIMUM 2"x4" ' D ROOF 8d NAILS @ 4" O.C. 7.WHAREELITNI CROSS BRACING NG, SEE TB13 ING SPECIFICATIONS RUSSYP ES (SEE PLAN FOR - . ` BETWEENT @ 48" LOCATION) BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR TRUSS w/ 342d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 20 SYP I BRACE FOR 1, 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ 312d @ EACH FEND & @ 12d NAILS @ 4" O.C. CROSSING AT 45 ANGLE. GABLE TRUSS (NOT RE WHEN GABLE IS p _ 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT 4'- _ BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) o TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. ' 3 12d W 3-12d TO CHORD MIN BLOCK PLATE / S -p PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ m 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- : 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 4? ' _ , NAIL OVER X-BRACE AS SHOWN- '' •� 4 BAYS - AT 48" O.C. MIN. 3 INSTALL BLKG. AT TRUSS WEBS '" KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL o w/ (3) 12d @ EACH TRUSS WEB i= 0 NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE t TRUSS w/ 2.12d AND 1 I TB13 FOR ATTACHMENTS SIMPSON H8 w/ OVER JACK TRUSSES, SEE PAN' M TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 m ' @ 48" O.C. w/ 8 1/4"x11/2" PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS N NAIL TOP OF "T" p TTa leer° CENTER LINE OF HIP/RIDGE, TYP. END END TO TOP PLATE / BEAM GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM / AND1-SIMPSONHBw 1, �`` t TORS s BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END To rRuss TOP ENS,; CHORD @ WOOD FRAMED WALL @DUTCH GABLE, Y 3��' •'•.:`•:.� 8,$aA m r O N TYP. TRUSS ALTERNATE TO BLOCKING L * Cn OF. A PRE-ENGINEERED VERLAPTRUSS BRACING _ GEO1 GABLE END BRACING N.T.S. a SE WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP c �A• gfP a '�o�Q'', A ----- TRUCTURAL PACE FLOR�'•°�C.'•>; G.T. SHEATHING °001` to" ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 " eeTeeeTL TOP CHORD WHEN REQ'D NAIL TO TOP CHORD �_ as o r TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ TRUSSES, SPAN FROM EXCEEDING P 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHERT r\H o SIDE OR BOTH IF REQ'O) 3 (2) 120 NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR m yy v � to v o- 10 W N � ip SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING E: PLAN g��'�$g p' Qam gat nNm ti LL 2X4 BLOCKING _ �99.. BETWEEN TRUSSES HIP TRUSS x �22.4 0 Hg a SECT- A -A TO a N LL d W w xcEg Oa 2>a� TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL TYP N.T.S. y�� ffi s zLL `"� Z Z €p Q E M S? Q K F- m Y �'. 12, Wa -m em0 m m n Z� m'iv ¢C,a S Eli ijN $� 5^ s ❑ 0 El y O .FDSENG,COM N M pp TRUSS NOTES: Z 4 v 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 � a � l (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED p / T Y lY/ z TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ,� c I) t/1 �. CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 0 . EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL p y 4� LU LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. _ U O E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E w 0 0 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS 6 V, bOM SEE TYP. TRUSS BLOCKING DETAILS m SHEATHING U �rOr,,. '® 90 y V x4 AS SHOWN 3 TO 4 TRUSSLTNATE V TRUSS SPACES DIREC ON Ul C d' a o RUS c� DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C.rT W/ (a) 12d TOP &BOTTOM OR H5 SEE TRUSS NAILS TO OR HCLR/LL IN PLACE OF (4) 10D $EC�ION TO EA TRUSS REQUIRED ® RAFTERS GREATER THAN 8'-0" c p FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING CODE C';�... GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS ST. LUs a DIVISION LOCATION: 2x STUD WALL VARIES W/ ROOF m SLOPE PORT ST. LUCIE SEE PLAN -o CONV. FRAMED RIDGE MAYBE NAILED w/ MIN. VERTICAL SCAB 2x6 #2 \ / \ \ 2X4 SPF BLOCKING / / d Job Information: (a) izd WHEN IT LANDS SPF 48" D.C. W/ (a) 12d NEXT TO PRE-ENG. TRUSS \ \ BETWEEN TRUSSES \ 2x8 BLKING. NAILED ®EACH TOP &BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / SIDE w/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER B. THAN 8'-0" \ \ 2x4 SPF BRACE / @ 48" O.C. - NAIL w/(4) / o COLLAR TIE \ 12d AT EACH END & M EVERY rd $HEATHIN \ \ ALTERNATE DIRECTION \ \ c O O 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ LL TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY C B TB 2X4 SPF W/ (2) #TX3-i/2' / / TRUSSES ¢ w ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN 1 4 I y Q BLOCKING OR H5 G 48" O.C. / / ■ • " 1 0 PRE-ENG. TRUSS > CONT. ROOF SHEATHING AT TRUSS TOP \ / / w M N U `y STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / o 7 " SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / m M /, W N d � � U 2X4 P.T. BLOCKING BETWEEN B (USP MP4) @ \ \ / / � ri J Lu � LO o 00 LL O TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2X8 42 SYP RIDGE SLAM AT 2'-0" ON CENTER \ \ / / O M / /'a / /'a V J v' 8'-0" EACH END MAX TRUSS 2x6 RAFTERS @2'-0"O.C. \ ^ / 2X4 SPF BLOCKING V BETWEEN TRUSSES VT Model Name Number; MAX. w/ (3) 12tl COMMON Y @ 24" O.C. MAX.w/ / 1820 WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFFERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT2'-0" O.C. MAX W / (3) SOD \ / \ (3)12d EA. END (TYP.) SEE PLAN - CONIC, MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD p VI Plan Issue Date: T & B CHORD BEARING SUPPORT y Thursday, April 30, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" saacE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SHEATHING SEE PLAN FOR MORENFORMATION m 20-3042 I � 2x4 S.Y.P. Y Sheet: Of: @ 16" O.C. oSA ROOF FRAMING T1306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. TB15 EXTERIOR NON -BEARING WALL DETAIL NJ 0 AND BRACING DETAILS \\ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 114" 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. 8" a" ---------------- - - SEA AN L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/a" MIN HEADS.6 PER SHINGLE. vacµ 7„ s to use In OIL v " \ acaean"e 20' 6„ 6„ 3n 3a 3r, 3- 61, " 3" `., valley centerline 6" —' 6" 6" 6" 6' 3„ 3n — tall 3 6" SHINGLE INSTALLATION GUIDE — SPACE EVENLY — SPACE EVENLY — — ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT sEntnrvr APPLIED ALL LEVEL VALLEY LOCATIONS) MURED, PAINTED TER WALLnMSH rE BEHIND FLASHING AND EXTENDING A MINIMUM Of 6" ABOVE X G_ A A"V °Xfi"H GALVVERTICAL RISE OF FLASHING VTERTICAL WALL. AT NNEEWALL ENTRY 6" 6" 6" 6" SINGLE DOOR L SINGLE DOOR W SIDELITE Au 6„ 13 O o 3" 3" 3„ 3" 3„ ' Ili III f I 3" 3" 3" 6, DOUBLE DOOR W/ SIDELITES e ;PACE .VEN LY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED O C7 4" DIA, CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z 1 -II 'll ° lio" 11 ° I t� Ir� it 1 v a v v1 16" MIN. DIAMETER CONCRETE FOOTING SPACE EVENLY m SHINGLES 6' x 6" H GALV. FLASHING COW: FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ e SHING t 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 u FLAT HD. TAPCON SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. eaves about 1/2" Hddv edge is used, or about 3/4' if no drip edge Is used. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY ZITHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR -- FINISH BY OTHERS PERLMETER CAULK BY ZITHERS C.A. WINWW HEIGHT EXTERIOR T11/2" MINI. EMBEDMENT jr— rd UDOD SCREW ,Il NAM �W� IN TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE amwmH E� Mammum Fastener Spatlng (Jambs, Read sMSIN) 4' ex e" pr 6n SanwaW xi M Fin - inn` eft Rmtl or VISA, Wnfik3w Cf — Wall Framing: #2 SprumjPIne/Flr or fiager f Sificane Ydoalq{2' — mew Minimum Penetration Cross Section V low p o.ts µhe GoSF,:. t um ¢ zin`res anti oi~�r don?zoe anUi censtruttim s co:npi2te rr Stepl Measure to be sue the opening is 3l8" to 112" triter than the willow slu both wagc"ty all horizontally, -- -� ' You may wish to pre-dnH the installation holes in the fin at this time. asrtpaNmenrepmeha'1wkSMmempnWp Aa aamararesaYnttrsaAfiywamd we*. Rep 2 Apply a generous Mad of olkme m the backside Of the mounting fin. Use enough 50mon , M sffdenby fig all WWS between the fin and the wag shemino. Stop Imertthe whom into. the opening from the amide. The WMDw is labeled"itdde'andNwslde", but Nthce labelsharebeen uta B plumb in Step hbtell the remaining fasteners me in 8"Incrents rem tram the scws room kerofewn home ca member. Use re not M own. tighten the Saews and pull them tivough the fin. Also, make sue the svews 90 In stragM arid notam the from to bow. Wei framing shaxd be a minimum of Y25prucUPme/Fin. Fastener should be#1091miOf sufficient.length to aa,ieve 1-3 inn into the wall and no les than IR" from edge of framing. Fastater cuarodes needed in each side of frame to achieve 8" smard Step 8 If desired, a foam imuam ca gn be applied W the rmedor gap between the window and wall framing. IF applied, tlusnwst8e me NON B%PAMOJMG TYPErOAM. Rep 9 Some these windows are typically used In rooms with high moisture, is; la moon", it Is reoommentled that the kXma' gap tetween the window arid wall training also be stated with glkme and tooled so As not M Interfere with this Installation of wallboard, Lei or trim. Step 10 Once all construction is mnglete, remove: the M,bae wrap from the trial do and outside of the window. If necessary, cleat the bbrM WIM a mild detagent and warm water using a son coat. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # pp Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEAOS.6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" "FRQM EQQL AND 4" O-c TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ 1#30 UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDU TRIES INC ASPHALT -SATURATED ORGANIC FELT gTTACHED IN ACCORDANCE WITH R9o5.1.1 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA.x 8""J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 S x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 1 THERMATRU-CORP. FIBERGLASS 0 GLAZED INSWING 2xBUCKATTACHMENTTOBEATTACHEDWITH3/16"X3" TAPCONS N. 4" FROM TOP & BOTTOM OF INTERSECTIONS2nd AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 Choice +67.0/-67.0 THERMA FLUSH FL20461.19 FIBERGLASS DORP. OOR I OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL R�'1�IG NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. I E Awftc603.17 AT 10" D.C. HORIZONTN.A. SHALL BE BEYOND WALL ALLY. SgNGMENT TO BASE wwpL I, N.A. Windows: -CZT. I_IJCIE C01 c 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAP ma�ce?,� 17676.1 R9 Si le Hung (fin) ANCHOR WITH MIN. 146" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT UFFICIINSTAN ION THROUGVIDE BUCK USE M WOOD SORWOOEW o BUCK. e` +40/-50 MI WINDOWS 3`4` 0 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1i*i" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1ak Horizontal FL 15804.2 W1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR 1`118644.3 R-3 WITH MIN. 1'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED I SQLIO SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN I DIRECTION OF SOFFIT I FNGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT / HURRICANE STORM 24' Ga- Galvanized DIRECT MOUNT. TOP /4'_ DIRECTr 20 MALE PANELMATE W / FL16293.1 46 PSINT. PANEL MFG. INC. Steel Storm m AT 12 /" O.h. BOTTOM i/d'-20 SIDEWALK Panels BOLT W/ POWERS CALK AN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FL # 87864 p ♦�`��y� ...... 1 J ' N No OF Lu �* pCE M 'G0.c' l 'C�, Qd .L ,,',Y��lll mf Px "0to # r� mmN o IN 0 uLLJ itlI{l ?D 0q1 LL E� nV,E� Z. acaLL.lH a$oN Zv3KPH ZW0 a°O 2aMEjN LL M a9gym igipgA m JWu¢�@a ¢ -m� .a wwW.FDsLna.cGM ❑ ❑ ❑ ` U'o Z N 10 z 9 N a � � lam' �Z o Ln CD ¢ �oE — N Oucla w o V) tin to P, ro tZm , U ENE w 00 Q �roN U�od ix !� !!� a m d mO d Q'!m '.. 4 ®AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 leee— LIJ 0)14 m N C M z VH 3 C'I a 0 J W 00 J 00 U) W VI Model Name / Number: 1820 Plan Issue Date: Thursday, April 30, 2020 VI KA PROJECT NUMBER: 20-3042 Sheet: S-5 Of: REFERENCE INFO MECHANICALLY FASTEN AS /� FOLD UP WEATHER NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS - SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING I, + WEATHER TO BE USED. R703.1 General. Exterior wells shall provide the building with a weather -resistant exterior wall envelope. The exterior P/-RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703A. A water -resistive barrier Is described as a I BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior r TAPE 01 EXTERIOR SELF -ADHERED FLASHING 314"•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 F LAS H f N G assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited to, veneors, siding, exterior insulation and finish systems, WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices soffits and fascias. yeeF.ue,e"wix"av; OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING ' ' R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE `CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches BARRIER SEAL TOPS of JolsTs � � ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 iss arm). Where joints occur, tafl shell be lapped not less than 6 Inches (152 arm). The felt or other approved material UNDER DECKING I SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) ! requirements of the exterior wall envelope as described in Section R703A. ll WIRE LATH R708.7.8 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied overwood-based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Ir1StrUCtlOrjS sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of ro 1. Cut, told up & temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate resistive barrier above headerw allowfor fleshing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703A) Intended to dreln to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list Of instructions below: barrier Is directed between the layers.' resistive barrier 1 PAPER 1. Install self -adhered flashing in order as shown by numbers o 3. Fold weather resistive barrier back over head flashing and Exception: Where the water -resistive barrier that Is applied over Wood -based sheathing has a water resistance equal to 0 seal with tape g g 0 2. Install flashing and weather resistive barrier to form water shedding laps or greater then that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially, 2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, a Scale: NTS R703.4 Flashing. Approved corrosion-reelstant flashing shall be applied shingle -fashion In a manner to prevent entry of = SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize Witter into the wall cavity or penetration of water to the builds structural fmming components. Self -adhered membranes SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P03 y p building FLANGED WINDOW W PO 1 EXTERIOR DOOR WITH DECK -SECTION A W P O2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER r+ scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 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" expansion and contraction, ASTM C3281, AAMA 812, or other approved standard as appropriate for the type of sealant Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The Bashing shall extend to the w RUBBERIZED ASPHALT surface of the exterior well finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING RUBBERIZED Minimum) EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE 1. Exterior window and daoro in F o jefurlrrrs° THRASH JAMB F LIQUID AND NAIL ETURNBRAND FLAFLASHING, HIN SEE WINDOW SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit exterior wail finish or to r openings. Fleshing bat exterior window wad door 7eningor subsequent drt a surface of the 3 ,``��1�0 OR REFER TO TECHNICAL SEE DETAIL WP01) tight to corner ® S LETTER ON CHEMICAL OR EQUAL WEATHERPROOF CAULKING ( Mechanically attached flexible }lashings shall comply with AAMA 712. Flashing at exterior window and door openings c �� P 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: Q COMPATIBILITY SCORED g: '° = UJ.•vG gbd ••• .. : O RELEASE PAPER E CN 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed In the = N0 ••: ^ O ° : LU N SELF -ADHERED SELF -ADHERED FLASHING, `r • EILEAS EfOL01NO SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where 5 iL FLASHING EXTENDAMINIMUM6" aELEASERARERTOExvosE W� AOHESIVEAa SHOWN) flashing Instructions or details are not provided, pan }lashing shall be installed ffi the sill o} exterior window end �' F O VERTICALLY FROM a it O Q y M BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a mamer as to direct water to the surface of the r . •. THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall s �'Q'• S� \� �o a % a ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. �� F L O Q;.•' !L�`o� SECTION -A NECESSARY IN CORNERS THROUGH °°iOF�•p••• "�Q� `��� (SEE DETAIL WP02) SELF -ADHERED FLASHING 3-2. In accordance with the flashing design or method of a registered design professional. 3-3. In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or F FLASHING �v\ 2 FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING 2. At the Intorsectlon of chimneys or other masonry Construction With frame or stucco walls, with projecting lips on both g 5 sides under stucco copings. v NAILING FLANGE 1 3. Under and at the ends of masonry, wood or metal copings and sills. a SEAL TOPS OF JOISTS O O� 4 0 DO NOT FLASH OVER - 2 UNDER DECKING 8 6 4. Continuously above all projecting wood trim. E BOTTOM NAILING 8 2 "� � FLANGE (SEE DETAIL WP07) 2 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. g N00 00 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING S.Atwall and roof InterseMlons. Oil Q o1� �'�4* WP04 EXTERIOR DOOR WITH DECK WP05 WP06 'Q"R° 7. At butltdn gutters. _ _ HALF ROUND WINDOW INSIDE CORNER p0 SELF -ADHERED FLASHING~^ %'- -N'�Qa DECK PROTECTOR x12 SHEATHING -- * v g s 8 W= q 0 C, III m 7/8" Cement Plaster 7/8" Cement Plaster s 0 ;"e LL Z d � < in accordance with r s T_ o In accordance with e ar 0 d w _ --- SELF -ADHERED ASTMC926 ASTMC926 8 W O --- gts FLASHING PATCH Felt backed metal Felt backed metal www•RDSENc.cOM 000 SELF -ADHERED FLASHING lathe In accordance ._ accordance =' m lathe in e D DECK PROTECTOR - ,r WIth ASTMC1063 N Z N a \V Building Paper wi ASTMC7063 v z m o �,; 9Building Paper z a w .. c Q_ 7/16" O.S.B. I-; 7/16" O.S.B. J YLJ,),O, UBLE ;� �',' sheathing ��. sheathing _ Y SINGLE ST JOIST SELF -ADHERED FLASHING Metal Keep top edge .c U O �l�lrl�l SELF -ADHERED FLASHING 1 ' Flashing Of weep screed n l� .2 2" below tap of 't--' o I- // z 31/2" - blockg c 3" MIN J Unperforated 4 Flange 7/8" e c m 0 Vulcum w o O 5 Weep Screed Caulk bottom joint only U E Maintain Bottom of Metal Flashing F t 8 ;> SELF -ADHERED FLASHING SELF -ADHERED FLASHING Q APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, sal IN Weep Screed 3-1/2" Unperforated '. = 5 v V } \H0.8362x;DECK JOIST V1/P07 OUTSIDE CORNER W P 0 V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2 to 2" Flange 7/8" Weep Screed INSTALLATION OF THE SUCK/RECEPTOR. Above ROOF o 1/2"Cementitious Sheathing Decorative Finish ® DAMS HOMES o • • o, All inside and EXTERIOR WINDOW UNIT o outside corner will p FLORIDA CONTRACTORS UCENSE NO. CRC1330146 need to be miter v 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulked all GULFBREEZE FLORIDA 32563 BUILDING PAPER Cement Plaster butt joints need to ' SLOPE in accordance ��•'o, ,o••�' a SLOPE 0.3 in : 12.0 in SLOPE with ASTMC926 becaulkeduls,in�g DIVISION LOCATION: 0.3in: 12.0in (0.5 cm: 30.5 cm) 0.3in:130.2.0 5 over wood2nd k PORT ST. LUCIE (0.6 cm : 30.5 an) (0.6 cm : 30.5 cm) floor � V C V �� CODE COMPLIRE`VI Job Information: SELF -ADHERED FLASHING ST. LUCIE COV WIRE LATH BOCC a SELF -ADHERED FLASHING ~- EXTERIOR o > BUILDING PAPER CEMT, FIN. M WIRE LATH 9 O o SELF -ADHERED FLASHING 1/2" Cement Plaster Finish � 7 g L o `n WIRE LATH Block W i < m 2 1IT Perforated (Dc BUILDING PAPER 4• Flanged/2" Weep N > m BUILDING PAPER Cement p• Screed o , , Plaster YL m m over block " LLI 'fin EXTERIOR Is tilt 0 loor N 0 _3m 0 WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below 1820 finish floor w o VI Plan Issue Date: Thursday, Apri130, 2020 2 2OPTIONAL DETAIL � - 3 3 O Note: V KA PROJECT NUMBER: The building paper rind metal lath $ 20-3042 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING W must be installed over the top of WEEP SCREED DETAIL Sheet: 0f: CEMT. FINISH WINDOW HEAD W P O CEMT. FINISH WINDOW SILL WP 11 CEMT. FINISH PARAPET WALL V V P 1 2 the Weep Screed. SCALE: NOT TO SCALE N W P 0 WATER PROOF 10 DETAILS erformeed by Vicki Lynne N 1sa for: VIVaterstone Lot35 Model 1820 Elev A 3 Car 8612 Ike ra no Apt Fo rt FL349 51 n �+ 0 w is .a rrr n 00-0o O 0r-'n z a' o rn_ y_ 7556 Hidden Harr mock Ln Hero Beach, FL 32966 Phone: 772,800.8413 vickilynne c aircalcs.com Scale: 1 : 94 Page 1 Right-,SuiteO Universal 2019 19.0.19 RSU27054 2Q20-May-201 i :13:47 ...'8612 MeranaAve Adams Homes.rup