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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN r 1 -� INDEX OFDRAWINGS I !Li R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT N0: TITLE ~ BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR'11/2' TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31814) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT. EXPOSES UNTREATED PORTIONS OF WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH MUSE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7.10 ALUMINUM DESIGN MANUAL- 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. CONFOM LATHEDRAWINGS FICACCORDANCE WITHLTHEO ERK QU REMENTS OFALSHALL AANDIPPPLICCIABLE: FOL OWING WHERE R EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE 1 (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES INSSTALLTALL ATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 928 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (f'In = 1500 PSI) :. i 2. MORTAR SHALL BE TYPE "S!", CONFORMING TO ASTM 0210-12A. PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A'MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR 4. GRADE 40 U.N.C. VERTICAL' REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOFTRUSSES* - LL /360 TL/240 COMMMENTS: WOVEN WIRE LATH 3NALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 11 GAGE NAILS HAVING A . T 5. GRADE 40 U.N.O. VERTICALREINFORCEMENT SHALL BE FIELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN! THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/0 CLG). LL/360 TL/240 7/18" HEAD. OR 7/B" LONG. 2-6 GAGE STAPLES. SPACED NOT MORE THAN a INCHES ON CENTER VERTICALLy 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS' ON LINTEL PLAN PAGE, UNLESS. OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS * * LL/360 TL/240 HORIZONTALLY R7039.1). AND (REF. 2017 FRO 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR MIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. -- R703.7.3 WATER -RESISTIVE BARRIERS. GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION WDOD-BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSI) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING.. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENIT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 O O 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE. CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 R703.4 FLASHING. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 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, BOTTOM CHORD LL (OPT) ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. *ATTICS W/ NO STORAGE. 10 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NONCONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS ROOF DECK: DGC/CGROUPEXTERIOR OROSB • AT BUILT-IN GUTTERS, HIND: FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED(4t3/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 11 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN. ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT '5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O 10 (+) 27.5 (+) 27.6 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 0 28.8 (-) 34.4 O s� 50 (+) 24.8 (+) 24.8 (D a Q (-) 27.1 (-) 31.1 s � 05 + O 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 1 ' 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT < S-1 LINTEL PLAN v S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 3 ttlltftf ' gRO w m � SE U OF Q IC10 1 i o ��!/�sr�aFES IONe , 3 ��rnnffnmt�ea ° ! s m c > 0 Z pE a :o u_ v ti c E E a � G N gcw �g W M PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES 3�s ""(� W A� aE BOTTOM CHORD DL 5 (PSFJ 'g 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING s €a i a 0 o GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. ,6 W E "g III�,�. p 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: az Z 0 .r m WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. g, a g 0 8 y 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) $ W U J 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) e THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. wwu:Fosen�awm ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES o r e@ 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) - SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) _ AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL O HAND RAILS (d). 200 (PSF) g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUB-5 MIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z N _a S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING. ROOM 30 (PSF) !, STAIRS 40 (PSF) a UPLIFT CONNECTORS FOOTNOTES -� r Jto 0 M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG ,* � � � c %•�'� TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BTHE TOP. BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A Q NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT, d v 0 w �I FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: n c U ENE i. MISSED E BOLTS FOR WOOD BEARING WALLS MAY BE COMMTUTHD WITH R SIMPSON 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. tt Is the Intent of Designer/Engineer listed In the tltleblcek of these o ---- w �_tOD8 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON i/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 _ m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG#5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. tR r= *- preventerror. The Builder and all subcontractors are re uired to = U 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 c 90! review all the information contained in these documents, prior to ¢. INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE , BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not I PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXYTO CURE TO THEMANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: responsible for any Plan errors, omissions,or misinterpretations A 3. FOR MORTAR JOINTS LESS THAN 114", PROVIDE (1) 45 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to • DAMS HCM $ construction. All Construction MUST be in accordance to the = TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE o il♦I� 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) IA"x 2%" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the = MASONRY AND (7yi0d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 172G#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRc1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered a 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 for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. a GULFBREEZE, FLORIDA 32563 Payments will be made In accordance to the tenns of the agreement € ACT THE FOR FOR SUBSTITUTION. � DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. ° PORT S l • LUCI E 5. i MISSED, w N AM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALLGEDISTANCE. SIMPSON NITS w/ TA SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENTAND MIN 3" EDGE DISTANCE. CONTACT � � Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS o DATE DESCRIPTION 0 L m _ \VDAMS H2 - 'Zip z o 'D LO Of Northwest Florida® IVVIEWQ�E� FOR I W CODE COMPLIAN00 ST. LUCIE COON z C� mCOO BOCC N o o u? cn U0 Model Name / Number: '0000 GULFBREEZE PARKWAY GULFBREEZE, FLORO®A\ 3256 „ 1635 VI Plan Issue Date: [-jc_R­'C'-'VE') Friday,November 20, 2020 EI 0 8 3?uKA PROJECT NUMBER: County, Permitting s 20-8522 M01'DEL .1635Sheet: Of: nOMMET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP e0TTC/M SPECIES CAP.(plf) BW1 16" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 18" SP2 W/ IsFlOd SPS W/ (6ylOd SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 1W (2) SP2 W/ (6)10d (2) SPS W/ 1010d SPF 803 STUD d PLATE STUD, 4 10d PLATE 8W4 16" (2) led TOENAILS 12) led TOENAILS SYP NO UPLIFT SW5 SP2 W/ (6F10d SP1 W/ (6}10d 18" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPi W/ 16)-10d SYP 878 16" g1UD 8 10d PLATE STUD, 4 10d PLATE NO BW7 12" (2)led TOENAILS (2)led TOENAILS SPF UPLIFT BWB SP2 W/ (6)-10d SP3 W/ (6FSOd 12" STUD, Is) 100 PLATE STUD, (4) 10d PLATE SPF 1 536 (2) SP2 W/ (6)10d SP1 W/ (8),10d BW9 U. STUD, (6)10d PLATE STUD, (4) lOd PLATE SPF 1070 BW10 12" 12) i6d TOENAILS (2)16d TOENAILS SYP 0 / ()10d STUD, BW11 12" STUD PLATE 44)10d PLATE SYP 585 (2) SP2 W/ (6) 106 SP1 W/{6}1Gd BW12 12" STUD, (6) iOd PLATE STUD, 4 1od PLATE SYP 1170 BW13 NOT USED 'DOUBLE 2x TOP PLATE TOP OF WALL ,�a SEE PLAN -V MASONRY WALL OR ICF WALL. SEE PLAN 2X STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR RAN FOR ABOVE MIN SIZE. SEE WF09/93 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/8-1 FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN. MASONRY WALL BE IGNORED. 0 CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS. W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS 7 PER PLAN / TALLER THEN 8"-0" SCHEDULE ABOVE F.F. SEE FOUNDATION 2x P.T. W/ 1/2' A B @ 32" D.C. W/ 7" INFO EMBEDMENT OR 1/2" A T.R. W/ SIMPSON SET W/ .. SW=SXEARWALL MIN, 7' EMBEDMENT PAST STEP DOWN. > REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. - 7/18" OSB PLYW'D W/ SAME EMBEDMENT NAILS IN FIELD AND EDGE. SEE GE GENERAL BRG. WALL DETAIL IN FEW EDGE. GENERAL NOTES SIZE, ASSUME 2x4 STUDS USED UNO. ME 1. SEE FLOOR PLAN FOR WALL M 2. ALL STRUCTURAL DUMBER BE SYP Atl OR SPA 42 LINO ON PLAN. L 3. CONNECTIONS TO 8E INSTALLED TO EACH STUD IT TINDICATEDINPLACE 4. SPA, BPS AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WFOS/S31 INDICATED DETAIL FOR PROPER CONNECTIONSFOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE:THISIS FORDA 2 STORY PROJECTS ONLY) 9.IF"SW"IS INDICATED THE WALLIS CONSIDEREDA3HEARWALL AND REQUIRES MIN. 7/16" ass PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEWWALLS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE a. IF THE BEARING WALL IS INDICATED WITH THE awl, BW4, Bw7. 5W10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. S. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOtl= 0.148" DIA. x 3" LONG COLUMN SCHEDULE COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(LID) rrFca (3)2x4#2 SPF (4)-Jed TOENAILS 0 DTT2Z W/ 1/2- WEDGE (3) 2 x 4 #2 SPF. ANCHOR* & (8) 1/4- X 11/2' 2145 SDS SCREWS (3) 2 x 4 SYP #1-OR- 14) - led TOENAILS 0 C4 (412 z 4 SPF #2 D172Z W/ 1/2" WEDGE ANCHOR* & (8)1/41' X 11/2- 2145 SOSSCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 6665 220 SYP POST & (12) -16d NAILS 6x 6P.T.#2 ABU66 W/5/8"ATR** G-12000 SYP POST & (12) - led NAILS U - 2300 Bx SP.T.#2 ABUSSW/(2)-5/8"ATR** 6=24335 C7 SYP POST &(18)-16d NAILS U=2320 3.5 x3,5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/41 x 21/2" SDS WS & 5/8' EPDXY 5845 (WOLMANIZED IF EXT.) ANCHOR, R ATR** 3.5 x 5.25 P.L. HDU66D32.5 W/ (14)1/4* x ED 1.8E w=2400 PSI 21/2' SDS WS & 6/8' EXOPY 5646 WOLMANIZED IF EXT.1 ANCHOR, OR ATR** 3.5 x 7 RL HOU&SDS2.5 W/ (20) 1/4" x C10 1,8E FIr2400 PSI 21/2" SDS WS & 7/8" EPDXY 6970 (WOUHANIZED IF EXT.) ANCHOR OR AIR-*! Fil 5.25 X 5.25 P.L. 1.8E Fb-2400 PSI HDU5,51D82.5 W/ (2Oj 1/4" X 21/2" SDS INS & 7/W EPDXY 7870 (WOLMANIZED IF ENT.) ANCHOR, OR ATR*- -7 x 7 P.L. HDU8-SD$2S W/ (20)1/4" x C12 1.8E fb-2400 ff 2' SOS EPDXY T870 WOLMANI7ED FRi.) ANCHOR OR ATR'*.8" GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO E SYP #1 OR SPF #2 UNO ON PLAN. S. NAIL BUILT UP STUDS PER DETAIL WF37/83 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6' EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (YBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMA71C GUN COMMON W. GUN APPUCATION NAIL DIA-LENGTH NAIL SPACING X 2 "k" 0.131" X 2 "h" SE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS X 3" 0.131" X 3" SE PLAN BLOCKING & TOE X 314" 0.131' X3 4" NAILS & TOP X 3 W' OA31" X 3 "A" 8" O.C.(COMMON) STUD WALL LOA48' 6" O.C. GUNNAI CORNERS X 3" 0.131" X 3 8' O.C.(COMMON) STUD PACK 6" O.C. GUN NAI COLUMNS X3 W" 0,131" X 3'A" (2)18D(COMMON) SEE PLAN (3j 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE . REMARKS Ht 8 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)"2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL. HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET (3) -1 3(4- X 11 1/4 ATTACH TOGETHER WI (2) ROWS 11V X 3 IM H5 LVL 2.OE Fb=2600 PSI SDS WD SCREWSW 16" O.C. TYP. EACH SIDE H6 (2) -1 314- X 91/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 3 I/Z LVL 2.0E Fb=2600 PSI BOB WD SCREWS@ 1W O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS OPENING 20 WALL 2X6 OR 2X8 WALL ACKS KING JACKS KINGS SIZE EA.D ES EA. END EA. END 1'-0", 3'41" (1) (2) (1) (2) 4'-0"-9'-0" (2) (3) (2) (2) SO'-01 -16'-0. (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND HOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLV HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 42 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON H7820 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10. #2 SYP W/ 7/16' CONNECTION: PROVIDE 12) OSBSIMPSON FLITCH PLATE NAIL LSTA24 OR(2) M BEAM TOGETHER USING (2 BEA SIMPSON HTS20 TO WOOD HOST ROWS OF NAILS ®12"" OR (2) SIMPSON HETA16 TO CMU H SIDE O.C. TYP EACH COL U.N.O. ON ROOF PLAN. #2 SYP W 7/16' CONNECTION: PROVIDE 2 M OSB FUTC OSB RJTCH PLATE. NAIL/ SIMPSON LSTA240R 121 BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR 12) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE OOL U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 111/4" LVL CONNECTION! PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x SDS WOOD OR (2) I CMU OR (2) SIMPSON HETAS6 S 01 SCREWS ®16" O.C. TYP. N. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 13/4- x li 7/8" LVL. CONNECTION: PROVIDE (2) 20E Fb=2600 PSI. NAIL BEAM g1MPSON LSTA24 OR(2) TOGETHER USING (2) ROWS SIMPSON Ni520 TO W000 POST SIMPSON 1/4" x 3 1/2" SDS WOOL) SCREWS ®16" O C. TYP. (2) SIMPSON HETA15 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE 12) M TOGETHER USING 12) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. NN BEDROOM 3 q VAULT CLG, N CARPET _____=i-_-___--- 2668 R/S MIRROR-\ In S. O 10 �9 BATH VAULT CL VINYLG. R/S S-3 C6 TYP. Lo n - - - - - iv ' SSE�N LINEN 2668 BEDROOM 2 VAULT CLG. CARPET 12'8 ICELINE• ON i w DRYERVEMT'THRU - ROOF MAX', LGT 35'-0" 2X6 WALL HANSON BOX- . 12•-9. O' W A.F.F. BM3 BM3 BMS I 2O EGRESS COVERED PATIO 20' x 10' CONIC. 2O 2868 2© BEDROOM 4 VAULT CLG. CARPET G.T. GIRDER FAMIL ,FLY OOM a VAULT CLG. _.__._.---- ----------------- CARPET 4'-4" 3' 2" w' �' N ,.... 2468 cJD s68 N PROVID PLATFORM 0 �3:12 PITCH N FOR HV C UNIT. 3 ` iv VA :`. Of �r R/S 2468 m , 17'-10" HALL 10'-0" CLG. (,T CARPET ' -, \\ \ 3 " FLAT BAR CABINETS BOVE T P ON 341h" W LL W ^ M N DBL SINK W/ DISPOSAL I I 0 �1 KITCHEN � O 10 '-0" CLG. ' ; o _ VINYL D/W I 9'-11, 3'41" I 6'-101, 2'-4" 4' 8" c I w I � W.H. NOTE: BUILDER TO PROVIDE I. PULL DN. ST RS APPLIANCE PROTECTION IF I LOCATE IN FIELD REQUIRED BY MUNICIPALITY. 22 1/2" X 4" SEE SHEET 4 FOR DETAILS ---------------- 2 CAR GARAGE 8'-O" CLG. DRYER R.T.T.71 mom EWA S3 ___________________._". I G.T_(ELEV"0" ONLY) -'- -'-- -- - - - - r I , I I I I ' I , I � i 12 i HOSE BIBB ' � � I I 16 X 7 OVERHEAD DOOR , 00 O N EGRESS H 3068 w/ (2) 12" SL & 16".HIGH TRANS.ABOVE OC COVERED ENTRY BM2 MIN. 20 ELEV "B" 4 � m DINING RM. VAULT CLG. CARPET CEO - 0� �4P , r o � ' a I I i 12'-10" MASTER BED RM. VAULT CLG. CARPET DOOR, PER CES ACSIBILITY CODE 4'-5" 5'-5" RL 2668 8( I � I I I I I z i 8'-0" CLG. CARPET 41 S.3 R/S N N IIIn N OO N [IM MSTR BA. I3RV 8'-0" CLG. _ VINYL y z 9,,10" v 313" m SHWR TEMP. GL 25 SH 61-8" 13'-4" FLOOR PLAN SCALE: 1/4' = 1'-0" ALL ELEVATIONS 7 in R m 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8O +26.5 / -34.4 +24.8 / -27.1 O +24.8 / 31.1 ,.0 0 1 +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND x FRAMED WALL gl BEARING FRAME WALL 3 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 3 MASONRY WALL GENERAL NOTES 2 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8".solid wood door, solid or honeycomb steel door, or 20 Minute fire rated dOOL 2 F 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exitthrough i the soffit If solid soffit Is Installed 5'-0" on each side of 'a the venting. 3 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. r Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch i (15.9mm) type X gypsum board or equivalent. Where E the separation Is a floorcelling assembly, the structure supporting the separation shall also n protected by not less than 1/2 inch (12.7mm) ) gypsum board or equivalent. " 4. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 1 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening T of the window shall be a minimum of 241nches (610 mm) above the finished floor of the room In which window � located. Glazin between the Nch the 1 tlo Is ocatetl g , floor and 24 inches (610 mm) shall be fixed or have i openings through which a Minch-clameter (102 mm) '( sphere cannot pass. , 5. R308.4.2 All windows within 2'-0" of doors and In I Shower Or tub areas will be safety tempered glass. , 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on 1 roof diagram nailing schedule or 5/8" COX ' 1X T&G acceptable for substitution. j 7, EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shell be weatherstrlpped and Insulated to a level equivalent to the insulation on the surrounding surfaces. 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units j (washer unit tobe always on left side when facing units) hanson box 0 36" aff , 9. Ceilings for exterior entries and covered porches to be I 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Bd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons W S h, C IN 90 f RtS S f a e 0§ a r fi g W Q ig _ N Z h u. YS Q� O: w F P - � O=gWg �. I o ° F- zg° ZN - J a E 111 a@g It ® c V J � se y� www.Foswaconl ❑ ❑ ❑ z z 8 Z u a � Cl) Z n O w c J V.M U -N E _ to$ 6 a Nded I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V Job Information: U `} i I I 1� 3 0 i > o_ I 0 UD UD aN 0) i N C G) in00 N i m Ln LLI V J (n Model Name / Nunnber: i 1635 AREA CALCULATIONS o V I Plan issue Date. a Friday,. November 20, 2020 let FLOOR 1635 S.F. KA PROJECT NUMBER: TOTAL LIVING (AC) 1635 S.F. Y 2.722 QARAGE 400 S.F. a Sheet: Of: COVERED ENTRY (BASE) 36 S.F. R COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2271 S.F. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. UNLESS NOTED OTHERWISE co x Z ) N .;�' ' ,•16"" (2) #5 REBAR FM01 SINGLE STORY FTG REINF SEE PLAN _F,F R �R(il 05 REBAR. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR 'I 'I F F_ VARIES MASONRY @ ELEV.0-0' — i LAPPED MIN. 6" AND SEALED. 2 OR W/ (1) - #5 BAR CONE TTHE5 LBS n. x *';� . OF Fl4"2BE• PEIR CUBIC YARD FIBERME H1� ERMIX ADDEDOWWF, TO CONCR . IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR HBERMESH OR NER-414 FOR FIBERMIX, OVER 8 MIL VISQUEEN VAPOR BARRIER '& TREATED FOR TERMITES. *O I 2 STORW: 20" X 20" 3 • INDICATES FILLED CELL W13000 PSI CONIC. FROM FTR. TO REINF. R W/ (3) - #5 CONIT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV: SLAB. HOOKED FIG SEE PLAN ; �,; ,'; • '" " D0WELSII, EMBEDMENT W/ 25" EXI. ABOVE SLAB. (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 16" RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE 1/r' = 1'-0" FM02 SECTION @GARAGE 1/2" = 1'-0" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDINGiSITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED, 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUME ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PS SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IFSOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED E CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN FM03 I THICKENED EDGE 1/2"=1'-0- =1'-0" of (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. BI 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 ENE), TYP. GAR, FIN. FL . L ALIGN DRIVE W/ BOTTOM OF -� 2 STORY: YO" X 20" RECESS & PITCH DRIVE Lw 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10' D.C. TYP. 16"1 (2) #5 REBAR - FMO9 SECTION @ GAR. DOOR 1/2" =1%0" SEE PLAN - S,I 4' =r-0" OM12 STEP DOWN NON BRG. OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"X 4"X 16" q: ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. �R 8" ,I• (G.C. VERIFY) (0 z g ^ •� , , F.F. REINF. g MARK FY.O F2 0 F2.5 F3.0 F3 5 F4.0 F4.6 F5.0 Fa.O �i SEE PLAN TYP. SEC. (SEE PLAN) y * w".` 2 #5 CONT. INSTALL LINING � .---i•:'x . 2 #5 BENT BARS W/ MATERIALS PER {�"T, y y . MIN. 25' LAP SPLICE FBC-R P2709.2 / MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-0" FM18 TYP. STEP FIG. DETAIL ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE R E FOR EA. HORIZ. iN REBAR, TYP. U.N.O. . (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2- v-o-j FM23 I TYP. FND PENETRATION STEMWALL SCHEDULE SEE ( HEIGHHTT h) h) FOOTING DIMENSION NUMBER/SIZE OF BARS. LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" W 10" 16" 20' W/ (2) #5 BARS <674# 6'-8" >2''0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'.4" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS COW & #5 @ 18" O.C. TRANSV. 1162# 2'$" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL _ A ' SEE CHART ABV. -MAX. F.C. + '� SPACING (O.C.) W.W.M. TO BETTED TO#5 A '' CONT.REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" u (1) #6 HORIZ, CONT. TIED. TO EA. VERTICAL REINF. B FIN ORAGE, 8" MIN. TO TOP OF '•, ". STRIP FIG. 4 , COMPACTED CLEAN FILL .4 r"R... •' IN MAX 12' LIFTS STRIP FIG. W/ QTY OF "MIN. COVER REINF. PER SCHEDULE d (3 SHOWN) FMASW I STEM WALL SCHEDULE 1/2- = 1,-0" =1'- NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL - INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND \-VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #g. 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALLS GREATER THAN 4'.0" TALL (TYPICAL ALL CORNERS) rNOT 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS E 5 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R,403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL NTS CLEAN PLUMBING RISER N.T.S. r-QUNUNI1UN PLAN SCALE: 1/4" = V-O" ALL ELEVATIONS NSE a y� S p� C E a c �ggto c a' o ¢x$g yRlm��'� m CO £� n o Jcn P 6 2 P! L z s W YDSING.00M ❑ ❑ ❑ T N Z z $ o z y (� a ' aJ a N — Lo c Z N R v 0 M �W Juoa 0 w � N�1? a t/1 U = C4 E to �° dm 4 Ndm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE o a N � O a O c O w W +: 3 m z ri U) .. m c� QJLu cq o Lr) Li J m v) in N � Model Name /Number N 1635 Plan Issue Date: Friday, November 20, 2020 c w � KA PROJECT NUMBER: Y 20-8522 0 � Sheet: 3 I'� Of: FOUNDATION PLAN Ln LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1635 x 3 = 4905 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,455 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,455 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% - 10,000 + 40% OF "A" = (.40 x 23,455) = 9,382 + 100% OF 'B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,382 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 200 AMP PANEL PROVIDED OF WALL o l V) ro � 2X6 ALL (FLOOR TO CEILING) 2W USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N. BIBB ®— - — - — - — - — - 1 PROVIDE INSTALL FAN \ DISCONNECT I BOX PREWIRE \ AND GFl/WP I \ OUTLET PER -CODE FOR A/C COMP. 1 1 WP I WP / i GFI I M I INSTALL FAN INSTALL FAN BOX PREWIRE ��BOX PREWIRE k - - - - 220� _ ^ i INSTALL FANS /f BOX PREWIRE 0' GFI GFW i ` 1 1 Is �® / \ 1 GFI FOR MICRO/ HOOD 1 — ' GFI 1 � 1 0 i I 0-- i —."e =_220 I -GFI. GFI I \ ELECTRICAL � 220 GFIFI PANEL I V \,e/) @ 42" ----- I / ATTIC ELECTRIC ' __IF_REQ'DBYCO_DE_' NOTE: ' LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. DOOR IS PROVIDED IF NO GARAGE SERVICE / A DISCONNECT SHALL ' BE ADDED AT METER LOCATION. X / GFId FOR GARAGE '----- — DOOR OPENER --------------- 1 1 1 1 1 , Yz @F 2" NOTE: ' KEEP COACH LITES OUT ' OF BANDING, QUOINS, AND. ' ROUND COLUMNS WHEN ' POSSIBLE. REFER TO ELEVATION , FOR TRIM. BIBB FAN PREWIRE I 1 1 1 1 D/W CM DOOR BELL GWp FI I I 1' i' 1� 1 P 9�INSTALL FAN 130X PREWIRE i ELECTRICAL FLAN SCALE: 1/4 % 1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42 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 FED 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 FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED WALL DWELLING UNITS IN ACCORDANCE WITH NFPA 7044. 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 UL2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBAAT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUGmIN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOTTO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN Gth 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 (GFCq, 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 10096 CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n —Q n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT y 2 DOOR BELL CHIMES * WP WATER PROOF W/ GROUND FAULT U (§ 220 VOLT OUTLET SP DOOR BELL It SPECIAL SERVICES OUTLET DI0 P DISPOSAL T,V, CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER RE ES EDDLLIIGHTING T� THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT FC INTERCOM SYSTEM ® L,E.D, DISC LIGHT ® GARAGE DOOR PUSH BUTTON E"- EADSERVICE VERIFYFINALAMPSNEEDED ROUND WITH ELECTRICAL CONTRACTOR 200 -- 2/0 COPPER OR 4/D ALUMN. IN 2" CONDUIT iryNNECTAMPNC DISCONNECT UNDER SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #6TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER A) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. W _ s0 w 0 5()0101 .6Q\°i . I s��Iej�'feeouErall SS F1 'S E 0 D DAMS HOMMS _ a m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Iu VI Job Information: a g %— 'i r a 9 z ��� w LLI 4) M e i N W 6 r N r z ri In 3 m E vm a O J LU Z) LL M W W OD aV I Model Name /Number. 1635 VI Plan Issue Date: Friday, November 20, 2020 F KA PROJECT NUMBER: x 20-8522 Sheet: s 4! Of: ELECTRICAL PLAN FIL TOP OF BLOCK 0 Do FIN 12 6 VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.00 ft S.F. of Area to be vented (SF) 2271 s.f. Total needed for exhaust for upper 1/3 545 netsginches Total needed for intake (soffit area, lower) 545 net sq inches N umber of Off Ridge Vents for upper 1/3 needed q L.F. of Ridge Vent needed (can be used in combo with ORV) 30 Lineal Feet of Soffit needed to meet required 132 Lineal Feet of Soffit provided by plan 190 2'-C" RETURNS ❑ W'DOW HEAD HGT ■ ❑ ■ ON SMOOTH CEISE eo LITE TEXTURED DECORATIVE ISEDD BANDS RAAND 1A3 SH ip CEMENTITIOUS COATING SH 25 SH DBL 25 SH LFUR�25 . FLR. _ _ _ _ _ FIN. FLR. _ _ — TOP OF BLOCK -�- — — — 11 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" Off RIDGE VENT 48" Of RIDGE VENT RIGHT ELEVATION "B" SCALE: 1/4"=1'-O" 48" OFF RIDGE VENT a0 25 SH FIN. F-R. N ELR 25 SH _ W'DOW HEAD H 25 SH FIN. FUR. 25 SH 25 SH 2868 FR. DR. DOOR STYLE MAY VERY LITE TEXTURED DECORATIVE CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4"=1'-O" 48" OFF RIDGE VENT 12 6 2'-0" RETURNS ON SMOOTH DECORATIVE RAISED BANDS LEFT ELEVATION "B" SCALE: 1/4"=1'-O" TOP OF BLOCK MUM I'LCEMENTITIOUS COATING w/ 12" SIDELITES TES & 5'-0"x 16" HIGH TRANS RAISED DECORATIVE BAND W/ 2'-0" RETURNS( Typ.) FRONT ELEVATION "B" 10.. KEYSTONE DETAIL E i G 'Js 1 O O iry 6 v 0 0 0 0 a IRD F.N, 9 o� �eLa� /U�8 �a Cam' LL y, ER __� Yb14im2 Q � IrA d. m @.,.g Qa��LL"u;v ,w Y nvog RHO, o 0 o 9gsam W Mm,x m O g� m ?� E d a o ��g o 6 �N t° WM MSENOROM ❑ ❑ ❑ N z m Z M O O � z o 0 zN $ ¢ IO a a CIO — C 9 ti Z CM Y / r 0 J = W In a E In 0 w u0o N \V/Le) Oc � U o 0 00 �� COD�s GA m Q tN 3 o � 1'fAMC YAIIA LAC 6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m 3000 QULFBREEZE PARKWAY v GULFBREEZE, FLORIDA 32563 PORT ST�PORT sT. LUCIEE Job Information: O CL z W � y ) V \ � to� y 00 (0 M ai z F-YUm 0) C. J W OmU)� M p Model Name / Number: 1635 Plan Issue Date: Friday, November 20, 2020 KA PROJECT NUMBER: 20-8522 T a Sheet: Of: m 0 N L~' GO U ELEVATION -B- SCALE: 1/4"=1'-0" SEE DET. TB03 G.C. TO PRI BLOCKING W/ APA RE( FOR SPAN 1 7/16" OSB SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX d W 4 CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04- "X" BRACE SEE IVIDE DETAIL T601 v 0 COMPLY :OMENDATIONS _ p ATING OF 4 DGE DETAIL _ _ 4 Q 0 W Q m � 9 g � a O � Q v EQ ww ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. I I LL1 TOP & BOTTOM CHORD GABLE END BRACING @ -f 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 FT. -------------------------------------------------------------- 1 4 Ff. I i 3' xO I 1 Oi 2 1 1 I 1 2 , ---------------------------------------- 5F, 4Ff. 3 O 1 O 5 Fla- 4 Ff. O2 1 1 ` 1 O O OOI O O 2 2 1 I 1 I I 4 FT ------------------------ 4 O �2 4 Ff. O O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/BdCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" D.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O VERT. JOINTS & NAIL 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING STAGGER ALL @ (NOTE: W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16' OSB MIN. (SHINGLES) SPAN RATED 24/16 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8-. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8- SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 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 12)- 2x TOP PLATE 15/32" OSB EXPOSURE 1 17XPOSURE11 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RI BBON OR BLOCKING BETWEEN FLOOR SYSTEM I S '- t- --- - SHEATHING VERTICAL 1/2" - - - - -L - - Ir - - - II I II II II SOLID 2X In III III III II II II III II II II I III II II II III II C II I I BLOCKING @ ALL i SHEATHING -' EDGES (SEE i SECTION X-X) - II OPENING III II I I III II - 1- III - - II II Jj 1 III II II 2x STUDS u� 8 III III I I II 1111 II II 11 BEYOND. y III) III I I II I I I I II I II 1 II II II I III II II I SEE PLAN 9 0 z III II II IIII II II II I I V HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Od NAILS (2) 8d NAILS @ W O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S- CONNYTO"Y"EOME FOR: AOAME NOK6- NO ILEV a.3G"]G YNAI TN6SO-. NµwSPoMrt .ACIWL [aMNN�RU EGNNEC]GRIFLIPT MY6N"R1REG P"E]FlIFR N.IF1/T C) [S CIV CSV ES E].E]V S,N]V t/R x3OXo, I., ETYW.TPW6ME0 iR1W 19"u I In. ]P. 111E9E]P"]PN L/fl. -3E]pmly Xx SP/pEgigVE6 MEG SbSp IlG16G CSC t/R -RRYe,lev PEPTP VSMFG/PEPiRLLSE MFG PO _.,W3. mR.FI..,ORE L/R " xETa6/NETa6 aI./I.,. bI3W,3-zn' I>u"a a.6m q1O L/1 +110. e, Ini nlHEiab/xI NEfab' JEIWJI.1. : 13010Rx1113" lO 1W,1- x' ' XO..3..uH 1/. au Yo- OFF M/N3GA I./I.F. GelimNL-ux' Ml t/M/M/q -30"gYo,IxvHR416/NFTP16I Xf)p16/ HET.. ]OfOp/]E10q/le]ON/ levoY 9)IOtlxl.ln" 910tlx11n" 1111l.,m. van" na " BO6, W3 CONl9PL -iR Y o,lsa SEEOF,NLG®3/54 IGSMAMIFgCI�AFR: WE OF NOIOF: OOROF MM CLIFSHEER: ZEE", ..IN..... M1 MIOE NIIOTNGS. BPORINGLO . 11 110.ENCEOIOTRUES MPNUFPRUREq'SMU66 GRFWINGi NICOXNECNRE MEE MPSOXPMWCR TYI ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING I KU)J L/ATUU I U SCALE: 1/4' = 1'-0" SIMPSON- CONNECTORSCHEDULE USP-CONNECTOR SCHEDULE CONNECTOR& FASTENERS SPF SYP MARK TYPE CONNECTOR & FASTENERS SPF SYR OFRAME TO HETAI6 '(9) 10d x 1112" OR HTA16 w1(10) 10d IF 11/Z'OR MASONRY HETA20 wl (9)10d x 112" 1810 HTA20 W (IOJ1w x 1 1 C 158E Ira O FRAME TO H2SA wl(10)Sd NAILS 535 563 RT7A w/(1 JIM NAILS 515 585 FRAME © FRAME TO HIM wl(18t1W X t 1 Q' 1015 IC40 RT 16A wl(17)1 M x 110 895 1020 FRAME HIDA2 W08) 10d x 112" AT 2 PLY TRUSSES am IUD RT16-2.I06110dx1 IrX AT2 PLY TRUSSES 935 1000 O FRAME TO MT312w/114)10dxl 1/2"(ATEXTERIOR 880 MTW12 wl(14)10dx 112"(AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS) 990 LOCATION INCLUDE (3)12tl TOENAILS) 100E /196 OFRAME TO MGT.1(22)1WNAILSANDSB" A7.Rw/1? 3330 MUGT15w1(28)10d NAILSAND&WA_T.R.W MASONRY EMBEDMENT W/SIMPSON'SET" EPDXY 3986 12'EMBEDNENT.1 SIMPSON'SET"EPDXY 3330 449E FRAME TO HT820w/(24)10dx1 MZ(AT EXTERIOR HTW2Gw/(24)IDdx 1 V2" IATEXTERIORAIL O FRAME LOCATION INCLUDE 0)12d TOENAILS 1/25 131D LOCATION INCLUDE(3)12d TOENAILS 128E 1530 FRAME TO (2) HTS20 W(48)1 D0 x 112-(AT EXTERIOR (2) HTW20 wl(48)10d x 112'(AT EXTERIOR Q LOCATION INCLUDE (6)1 2d TOENAILS 2250 2820 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 saw FRAME TO HOT-2 W (16)10d NAILS AND (2) 5/8" A.T.R. HUGT2 W/ 11I NAILS AND (2) &W AT-R. O MASONRY .112'EMBEDMENTW SIMPSON SET' 10090 M I T EMBEDMENT W SIMPSON'SET' 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) FRAME TO FGTR W/(18)114"x3-SOS WOOD SCREWS RFUS wl (12) WS3 WOOD SCREWS AND OH MASONRY AND (2) 112" x 5'TITEN HD ANCHOR BOLTS 3400 4M5 (4)3µ•x6"WEDCE46OLT 7100 (1)LGT2 w/(16) 16d SINKERS ©FRAMETO 1 &(7)1Wx 2-1/4"TITEN2 1750 2030 MASONRY SEE NOTE#6 BELOW) FRAMETO 12) LGT2 W(32) ISO SINKERS&(14) (2) LUGT2 wl(32) 1 Od SINNERS &ITO) J2 MASONRY/ 114'x 2114" TITEN(2 PLY TRUSS) J600'M 4060.M 114'XT WEDGE -BOLT (2 PLY TRUSS) 3IDOHA 3100M FRAME OR (28)16d SINKERS FOR FRAME (EA) 324E 377NF OR (32)18d SINKERS FOR FRAME (EA) 3800•F 4520-F J3 FRAMETO MASONRY (2)LGT3 w/(24)1/4'.3"SOS SCREWS &(8) 319' x S TITEN(2 PLY TRUSS) 473D1M 6570.M (2)LUGT3w/(24)1M'x 2 IZ WS25 SCREWS &(4) 38'x 5'W8(2 PLY TRUSS) 648" 705" FRAME OR (52)16d SINKERS FOR FRAME (EA) 5010-F SWNF OR (56)16d SINKERS FOR FRAME (EA) 6980-F 7710F O BEAM TO HU410 OFT HUC410w/ (18) 16d & (10) 10d G#2680 H0410 OPT HD410IF W(20) 16d&(101101 G43D80 BEAM NAILS U11695 NAILS U11,1950 ©BEAMTO HV4100PTHUC410w/(18)TITEN G114600 HD410 OPT HD4101F W/(20)1l4"X 3" GOO MASONRY 114"x23/4"&IT 0)1 Od NAILS U#1000 WEDGE-BOLTB(10) 1 Od NAILS U#850 O BEAM TO MASC`4RY/ HUNOF1T HUOA6wl(6) 1W NAILS& 0#1540 (12) IWx23WTITENTTOMAS.) U#980 G*3000 U01135 HD160PTHlMB w/16)10tl NAILS& (12)1W.23/4"TAPCONS(TOMAS.) 091625 U91030 GQ015 U#850 FRAME OR (12)16d & (6)10d (FOP FRAME) SYP-F SYP.M OR (12) 1M & (6) 10d (FOR FRAME) SYP-F SYP-M FRAMETO (2) HETA16 OPT (2) HETAZO 1920 192D (2) HTA16 OPT (2) HTA20 1970 M MASONRY 14'+LY w/LYOF(I x112'OR 23% 238E 1�LY w/(10)tOdx1112-gi 24N 2FLY W n2)16d 2-PLY w/(12)1ad HTSMi6 wl(8)1 Od NAILS AND (4) 1/4"x21/4" 955 1110 HTWM 16 w/(8)l Od NAILS AND (4) 1/4'x1314" 114S 122E TAPCONS WEDGE -BOLT OFRAMETO N MASONRY OR OR HTSM20 wl T 0)I Od NAILS MD (4) 1 W,2 I W 955 1110 HTWM20 w/(10)IOd NAILS AMC) (4) 1M"xt&4" TAPCONS WEDGE -BOLT 1145 1225 ©FRAME TO HIM W (8) M XI 10 MAILS AND (2) 318"x4- no 910 MASONRY TITAN HD 01T2Z W (8( U4" x1 1/2" SDS WOOD DTB-Rw/ (8) lW xl 1/2" WS15 WOOD O FRAME TO SCREWS AND 1) 1Q'B ATA. EPDXIED./ 1835 2145 SCREWSANO(t)1/TBA7.R.EPDXIED.1 1510 1835 MASONRY SIMPSON'SET (SEE NOTE N) SIMPSON-SET' (SEE NOTE #4) HTT5 W (26)16d x212' NAILS AND (1) 5/8' 2 HTT45 W (26)16d x2112' NAILS AND (1) RO FRAME TO MASONRY A.T.R. EPDXIED w/SIMPSON "SET' 437E 509D 5WRA.T.R. EPDXIED w/SIMPSON'SET" 5006 (SEE NOTE IM BELOW) (SEE NOTEN BELOW) HTT4 W (19)16d x21IT NAILS AND (1) 98" 8 HTT45 W (18)161 x210 NAILSAND (1) O FRAMETO AT.R. EPDX15D.1 SIMPSON "SET' 3640 4235 5I8"e AT.R. EPDXIED wl SIMPSON "SET" - 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE#4 BELOW) O FRAME TO H10SWl(24)10dxl 10NAILS 785 910 LUGTw/123)8d X1112"NAILS 875 1045 FRAME OU FRAME TO HM9KT w/ (4)1/4"xt 1/2' SOS WOOD 74 RT16M wl (9)10d x 1112" NAILS 8 MASONRY SCREWS & (5)114-.Q 1/4' TAPCONS 760 (4) 19'x 13/4'TAPCONS Ins 1395 VGT W(16) 19'x3" SDSWOOD SCREWS& OFRAMETO MASONRY (1)5/9.6 A.T.R. EPDXIED w/SIMPSON "BE T' 3555 4940 W 12" MIN. EMBEDMENT TO (2) VOTw/(32) 1/4-x3"SDS WOOD SCREWS OFRAME MASONRY &(2) WS'B ATR. EPDXIED wl SIMPSON 5170 7185 "SET'W/ 12" MIN. EMBEDMENT FRAMETO VGT W (16) 1/4"x3" SDS WOODSCREWS & MUGT75wl (22)10d NAILS8HTTI5W(18) O FRAMESCREWS&(1)&&" HDW.SDS25 wl(10) IAA 12" MIS WOOD 3285 458E 1GJ NAILS & IT) W-0 A.T.R. - 1160 O A. T.R. Y O FRAMETO (2) HTT5wl (52) IdcF 2 ill" NAILS & 43J5 12) HTT45 W (52)16d'S1212-NAILS FRAME (1)W-8 AR. T.(SEE NOTE IAt) 5096 6(1) 5/8-9 AT.FL(SEE NOTE �� AFNFRGI (`TINNFE`T(]R Nl1TFN 1. CONNECTALL FLOOR TRUSSES TO INTERIORBE.4RINNG WOCDWALLS I TFANS w/(2) IW TOENAJLS. Z ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP Ill 2k4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 2 T O.C. STAGGERED, 5, 12-MIN. A.T.R. EMBEDMENT CMU BOND BEAM U.N.O. 6 SCAB TRUSS CHORD WW4Y 2xSYP 42(MATCH CHORD LUMBER SIZE) W(2) ROWS t Odd 4' FROM END& 4- O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSISLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALLS/LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32"0 C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F012/33.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSiCP WALSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32"O.0 MAX. W/(2)AT EACH CORNER. GC. TO VERIFY LOCATION DOES NOT CONFLICT WTJI (IF APPLICABLE) LAYOUT 5, CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS,o 012d TONAILS O MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOOWALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENIT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS IDS, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL \../-: METAL DRIP EDGE + SEE TYP. WALL - I,-2 x SUB-FASCIAo SECTION / ALUM FASCIA ISO 2x4 P.T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. VINYL © G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" 9"Y P:NSE ' G Iz :� TD6 d< U d W �Q, � ' 2 N (D 011ie! La g �� °c m Ci Il o� a pN I ui �E8LL11 par a§��a o .G. INH 8�^26 ¢ m 5 T'8 g ? 4 d ¢a S°, yi ERB BZ O U) H 8=' W U J iEg ,°- 111 WWW.FDSEIYG.COM ❑ ❑ ❑ VI z Z O O Z N Z a 3 J N W Z N � y U O Z) N = m (� E- J E F o g Cr> 0-9 - ¢ (\I 0 ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O 0 z 4) o a � LO W W N M di U z x1 H LO V m 0 00 0) a 0 . JL'L^I Z) Tq u) o <L J M W V) () N V Model Name /Number: N 1635 v Plan Issue Date: Friday, November 20, 2020 gV r KA PROJECT NUMBER: 20-8522 D Y 00 Sheet: Of: N ROOF PLAN B FILE CURY TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR OONT. SIMPSON S1`4 Vil -1Dd X 11/2 SP6 OR SP8 FOR 2xB AND 2xS WALLS d p DOUBLE2X7OP PLATE )' STANDARD HOOKS SEE Ml FOR MORE INFO TYP. FILLED CELL W/3000. P.S.I. CONIC. I •` W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2'x 02 SYP/SPF P.T. W/ (3)1/2" X 8" "J" BOLTS OR (3)1/2" X6' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPOONS OR (SP7/8" HILTI TDLONI NAJL2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME(EXT/BRG/ HEAR)WALLTO N•ts. 2W MIN. LAP 05 REINF. I BAR q 413OR04 REINFORCING 1A #B A, #4AP CPI ICE 25" MIN. LAP REINFORCING #� 5 RG BAR #5 STD- 904 HOOK #5 LAP BPI ICE SCALE:1"d•-0" MIN. #6 REINFORCING BAR • GRADE 40 U.N.O. #B UP CPLICE MSO5 REBAR SPLICE DETAIL - GRADE 40 NJ S. ATTACH ENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X a¢A" 12. O.C. 1 2 x 6 1/4" X 2-11 12" O.C. 2 2 x S 1/4" X 2a/i" 12' O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST _ _ _ LINTEL w i L 2X i > BU 13U W � CKS W/ � 1/2" OS.S. BETWEEN FASTEN FT i NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL UNTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHFARWALL SEGMENT BAR&3DOOP51 GROUT, MIN. 25' LAP (AC1530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN FILLED CELL: FILL BILK. CELLS WITH SOW P•S.1. GROUT ONE #50 LOCATTONS SHOWN ON THE FOUNDATION CONC, SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' LAMA 530) FOR MORE INFO TOPOF SLAB -40- '4%2- 1 MS021 TYPICAL SHEAR WALL SECTION N.T.S. I I RMS51 12" LINTEL DETAIL N.T.S. 3 & GROUT SOLID BAR CONT al O LINTEL PLAN SCALE: 1/4" on 1'-0" ALL ELEVATIONS 0 O GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. S" BEARING EA. END 4. w LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT FAR FOR APPROVAL, 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F - PILLED WITH GROITr / U =UNRLLED 6 TOP T MIN. 11) RE REBAR ATT PD R=RECESSED r— ESnORO80RDM 11/2' CLEAR ROFUNR:LCAVm 1 MO MO TOP KNOCKOUT ORLS CUE 1716-113/1T 11 � GROUT t J r OMINALJ oUANTRY OF WIDTH #9 REBAR AT #5 REDAR AT BOTTOM OF NOMINAI- TOP o Uli CAVITY I ACACIA IT OTTOM REINFORCING 7S "ACT L PROVIDEDINUNTE IVAKIEBT TYPF DFRIRNATION IT. NOMINALmulm GFNFRAL CONCRETE LINTEL UuLwAI 5 GMEPAI INCTAI I ATION NOTFB 1. fd precast llMNS=3000 psi. I. Rovide fall mdAer head and dad JNM%. 2 fc pms:ressed lintels=6W0 As. 2. Shore filbd MINT. earequirad. 3. gmdtetl pb ASIM C478 Pi{=Go00 psi w/ 3, trabetdn of ljryle moat compywdh the archtx4rN and/or MlcWa tlrMini;a. 4. matlngo 3/8' e�eeggeb aM 8" m 11' ¢lump. 4, U-Undas are mandfectured wKh 51/2' long netdhas M the ends b eecd.data S. Cmcreare masonry mks (CMUI Per ASfM CROW/ verdcai cell relnTordrg and goal miMnr ctrenlDh= Ligon end B. All Almelo meat Brecceed L/660 vertical deflection, except lintels 17' 4n and ea cwnGi NrAST E 8. From, par ASTM A616 Oratle 80. onl�rwdh a n@FnhN hellgrt d 8" maw or aCeeO L/180. P70[,ssing siraM pNASTM A416 Bade B Botlmnflele ed6ed rohar to be lace teEalthelpttomo(fiellrrtaldoi 7. 2701mv rebxetlm. 7. 7/32" diem" Wire stands era welded to the hotmm shoe: for m adearl anchorage. 7/a2 wire per ASTM A510. A. cam Inpece cqh irete mar ha pmvloetl In compaikes Ncon dal In Na of crete 8. Maintain per ASTNI C270 type M m S. meal unxa. ro581 tla¢W mdyab per ACI31$end ACI 930 S. Sara loadctact 0 1on IL TheFornmeoct duel No.158.1 11 Theeuterlor eu4}xe airlbhb Installed d shell have olllAwrench!masonrywalb a waning elf ahNEd appletl In ecwmerxe with ASTM C928 Prgthx approved writing. 12 Umals gmdtwwNthv l(grety anduplift) emlbteroQ oadsahead tw EhecMtlfor consul duagwe dasMng odurnion: Ala vertical loetl Apples hmlzmtm said * 1.0 Safe vediwl bed Sete horwantal lane — o: o: D:• o ^" A o -• J°: 0 O O O " 8RF6D8/1T 8F8-0B/iT jo 8RF1418/1T 8P16.1B/1TC D 0OOSF261B/1T .'0� ' O O O O O JQ 8RF22-IB1/1T BF24•IB/1T. 0 IJ a) 8F2818/1T •O, O O 8M' 18/IT PRECAS7'U" LINTEL Wl SOOOPS1 CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R R STD. 80 HOCK ANCHORS (1 t OK d (TYP-)—►. u -r�. � re 9 N 7 �a x STD 90 DEr,Ri H B REBAR ON BOTH SIDES OF OPENING U.N.O. ,� PROWDE KNOCKDIR BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL&FILL &BUD W/ (1) #S BAR FOR ALL " WINDOW OPENINGS 6'-6" AND LARGER — ANGLE 800 COMO, W/1 REBAR e'x B'x16". CMU U.N.D. i 'SEE F SEE FOUNDATION FOR I PLAN MS01 I BLOCK WALL REINFORCEMENT a`�gLXl �NSE V � r j �� •. h6� i U, = U Q� w$ x w04 I '•, 01 It sPsffP/tfil tl t 11114L� E O Z C £ gEgg F S 0 allEd Q ��8agi A�NNOm m ��w a�nLL� a � i4T Q eear� Z� u7"$" ■a worm K 0 @ s.F�E 71N X d a Qea y c N a s li 1°- g YMMlFOSENG.CON ❑ ❑ ❑ m LJ v � N Z N z o ba. 06 m N rG `. Z T M m } f _ J y Fi � w c E p y Q UVs 13 c C w t�(0 Sairlo � � �Jl w U —NE 19 XCl rC m i o Q 1IN0O o Pw i W N ® DAM HOM 3 �1 C o a m 'v FLORIDA CONTRACTORS LICENSE N0. CRC1330146 v 3000 GULFBREEZE PARKWAY v GULFBREEZE, FLORIDA 32563 L 9 DIVISION LOCATION: PORT ST. L.UCIE „ ® Job Information: s 0 a N M a 9 TYP. BOND BEAM 00 Z (D fd CU 8" x 8" x IN K.O. ` C LINTEL %DCK v O RLLW/3WOP.5.1. W C CONC. W/1 #5 DIA. ®j m (0 REBAR \ 00 C 9 / rl If. 3 fA N INDICATES FILLED CELL FROM FrG. TO U W (A BEAM WITH 1 #5 t CD BAR MIN. O .3LLJ U�MIn W ) V� N O LL NOWD VI Model Name /Number: yg 1635 TYP. DOWEL 25' VI Plan Issue Date: MIN, LAP (ACT 530) Yr Friday, November 20, 2020 F KA PROJECT NUUMM13ER:: 'PLAN 20-8522 oSheet: 0 1Of: N.T.S. 10F LINTEL PLAN 2x6 #2 SYP P.T. ° W/ (2) Y2'x5" WEDGEANCHOR o v OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 8 o v (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o 7' BOLTS WASHERS SET IN FILLED CELL W/ 95 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL @ OVERHEAD Q. DOOR WN CONT. P.T. #2 SE � WOOD OD SYP 2" X 6" 0 i e ik' 4j6� F W` E 2"x6" P.T. WOOD JAMB v i, ••• 05DOOR AND CONNECTION PER F 1. . GARAGE DOOR MANUFACTURER GARAGE SLAB 3 pll01BI11B11p TYP. GARAGE DOOR v E TRACK MOUNTING DETAIL ®Fol ` > z � a 2 n v MS= OVERHEAD GARAGE DOOR ATTACHMENT N.T.0 s. 0 T E E v MM g 0m Q� u �VV m CI g O c1 J J O E�� ON gym LL LL y ��g BLOWN -IN R-30 INSULATION PER FBC vHill m m.g".-s W a AND ENERGY FORM SUBMITTED WITH m 5 b w 0 � ' PERMIT APPLICATION PROVIDE BAFFLES w €' AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR `s 5 R E, " O o BLOWN -IN R-30INSULATION PER , o g"s W �2m � m J ED FBC AND ENERGY FORM SUBMITTED SEE PLAN TILE ROOF (PER ELEVATION) r g IL z iX d a 12 WITH PERMIT APPLICATION OVER APPROVED UNDERLAYMENT 'o il Es 0 0 y i PROVIDE BAFFLES AT EAVES PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA n 8 P o Z SEE PLAN RATED STRUCTURAL SHEATHING (FOR VENTED ATTICS) TRUSSES @ 24' O.C. (SEE STRUCTURAL NOTES a $ 5 FIBERGLASS SHINGLES OR FASTENED TO TRUSSES PER ROOF www.FosErvc.coM TILE ROOF (PER ELEVATION) 6 ; , NAILING SCHEDULE) ///'''��� OVER APPOVED UNDERLAYMENT , TRUSS ANCHOR (SEE PLAN) Z 13 PER FBCR 905.1.1 OVER APA �-�-/`-� ^ ° ''��� `` '` ��s-� _ _ _ _ SEEPLANFOR Z o RATED STRUCTURAL SHEATHING BRG. HT. PRE-ENG. WOOD e • E Z (SEE STRUCTURAL NOTES 1/2" DRYWALL Q TRUSSES @ 24" O.G. 3 J FASTENED TO TRUSSES PER ROOF FELT PAPER OR • • � METAL DRIP EDGE a r NAILING SCHEDULE) TRUSS PLATE TRUSS ANCHOR (SEE PLAN) 3/4" P,T. NAILER 2X SUBFASCIA In w Z N TO BE INSTALLED ON OUTSIDE 0 m •4' SOFFIT. SEE ARCH. " C) . „ u u FACE 1JP'DRYWALL PLANS h Q) w - - CURTAIN NAILER r t 1x4P.T.@W[NDOW� 8x8x 16 K.0, m� p METAL DRIP EDGE n LINTEL BLOCK E UOe 1 x 8 P.T. @ S.G.D. n �+ lW1 ) y.-.. O.H. W/ (1) #5 DIA. REBAR & 1/2" DRYWALL N 3000 PSI CONCRETE Onf CONNECT ALL 2x STUD ZX SUBFASCIA PRECAST "U" LINTEL N SEE ELEV. m l/ TO TOP PLATE WITH (4) " \�L! f4 th - L6d TOENAILS SOFFIT. SEE AROi. SEE SCHEDULE " w N a 1/2" DRYWALL _ PLANS 'a ,- 00 V m -ppm i,.. SEE PLAN FOR HEADER SIZE y rh = y t; m -- P _ Q o � mvs g"11 Q N O bhp Q,� 2 OPTION: I5/32" OSB EXPOSURE 1 ON 2 = O.H. EXT. WALL W/ ALL EDGES BLOCKED. 6 A DAMS HOMES MAXIMUM OF(3)-2X PLATES MAY BE - ADDED BELOW THE HEADER W/ EACH SEE ELEV.. SEE TBL3 FOR NAIL ATTACHMENT. d NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI STAPLE @ 2" O.0 EDGES AND FIELD. „ FLORIDA CONTRACTORS UCENSE NO. CRCIMi46 NAILS AT 8" D.C. SHOWN ON LOCATIONS 3000 GULFBREEZE PARKWAY " &FLOOR PLANS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " a (G.C. TO VERIFY W/ FLOOR PLAN P '' DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. 1F NO v PORT ST. LUCI E OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). «VI Job Information: NOTE: 44" MAX. SILL NUT. ON VINYL FRAMED WINDOW I ell e ALL BEDROOM WINDOWS. W/ SCREEN R WINDOW STOOL ` PER SPECS N PRECAST CONC SILL � /1 CEMENTITIOUS DECORATIVE " vNo FINISH 7/8" THICK PER ASTM PAPER BACKED FOIL R-4.1 u y C-926-98A INSULATION AT CMU BLOCK WALL y, H O PER FBC AND ENERGY FORM / EXTERIOR FINISH 2X STUDS (SEE FLOOR PLAN FOR SUBMITTED WITH PERMIT ! M FL (SEE ELEVATIONS) / MORE INFORMATION). SEE TB13 v O 1 2" DRYWALL ON SHEET 6 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR FOR NAILING INFORMATION FOR 1 x 4 P.T. 17" IN CONCRETE - 25" O a Lo R-13 INSULATION AT EXTERIOR WALL SHEATHING. BASE NAILER EXTEND (AC] 530) ABOVE ' ' I i O WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE SLAB. ALL LOCATIONS SHOWN ,E W o M AND ENERGY FORM SUBMITTED WOOD BASE ON FOUNDATION PLAN g " m wJ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN > e0 0 c m WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. ' SEE FOUNDATION PLAN FOR = .-I �� 3 ao'i WOOD BASE MIN. 6" FROM END - SEE W507 SLAB INFORMATION TOP OF SLAB I— Y U CA D- SEE FOUNDATION PLAN —� FOR TERMITE SHIELD _ - s 0 _j w Z) M p FOR SLAB INFORMATION _ — - - — TOP OF SLAB _ - �.'� — • cIn <L GRADE m V1 Model Name /Number: 00 o GRADE ���� ( ' SEE PLAN FOR CLEAN- 3 u� RE -BAR QUANTITIES COMPACTED ,0�,x Plan Issue Date: 7 , ? SEE PLAN Friday, November 20, 2020 FILL SEE FOUNDATION SEE FOUNDATION PLAN PLAN Vj KA PROJECT NUMBER: 16" ,- - FOR FTG REQUIREMENTS 20'8522 Y � Sheet: S 2 Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/a" = r-o" N fb WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-O"_IUF TYPICAL FRAMING DETAILS N W A 6 C I N W I O C ° y pm Cy W 1)Iilll s _ ro tu �! of z I E 1 a % a BIti1111'o's � \� PROVIDE 2x4 ON TO 6 s OF 2x8 TO BLOCK OUT 2 ROWS 12d @ m TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 E o (2) 12d NAILS O.C. TOP PLATE "' Z (SOLID BLOCK w/ 2x6) 2x4 STUD 48 M:N 3 LL PER PLAN a 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE S NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 15 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 g P- * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF c I; 12d TOP PLATE TRANSITION 12d NAILS @ 3" D.C. rp 00 a PIPE OR DUCT w/ OUBLE 12d 16 a'Fb�o s �MDl6i-N-PENETRATION THRU TOP SPLICE v �m mm m 6TOP PLATE w/ MORE mTHAN 50%OF TOP ROWS 12daZ2�$ aPLATE WIDTH INSTALL @ 3" O.C. IL p< `E O SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. N BOTTOM SPLICE o g i.• Z 0 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD s-.....-. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 1° g a -. a WVAy,FDSENG.COM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO m TOP PLATE W 8d 2 1/2" x 0.131 NAILS N %� \ O * NOT REQ'D. WHEN QT SYSTEM IS APPLIED m [\�/) Z o — o As NOTE: 9 Z PLATE LENGTHS MUST BE AT fliq r < +% LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAILn>� m W v y 2xB SYP #2 E ti TOP & BOTTOM v ATTACHED W/ O W Ali) (1) ROW 16d 2x6 SYP. #2 �� S m m G NAILS @ 16 O.C. RIPPED w too EXT. OUT BEAM TO SUPPORT '-- A?; m TRUSSES IF SPECIFIED ON PLAN '® = 0 N -----, SIMPSON HUC410 ' U rn� °' Q m BOX HEADER DETAIL BUCKET SEE ROOF C 4'm sss I PLAN FOR MORE INFO ;IMMII < a o tD 1" 1S4' 14e , , N * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/1s° oss. VERIFY HEADER ELEVATION SEE ROOF PLAN �y FOR BEAM SIZE ; DAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF G.C. TO 2X BLK'G. OPENING W 2 -8d W/ 2 8d INSTALL (3) TITEN HD. EA" END (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" X 8" EQUALY SPACED ROW OF STAGGERED 100 COMMON WIRE NAILS ROWS OF STAGGERED led COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D=U.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) D=0107" L-3-1/T')OR EQUAL (ONE INTO EACH OUTSIDE FACET (0=0162" L=a1/2°)OR EQUAL JACK TO HEADER, NO BASE EDGE VIE HEADERANCHOR , i NAILED TO TOP PLATES, ' ; &CONNECTION INFO 12 - HEADER&JACK (TYP) SEE ELEV. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ' /06POTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/CNO.&SIZE OF ' HEADERSIZE RAFTER TIES SEE FLOOR PLAN UPLIFT CONNECTOR (SEE SCHEDULE)3000 GULFBREEZE PARKWAY &GRADE - _ FOR COLUMN SIZE & GULFBREEZE, FLORIDA 32563 EACH END �------ -- --- BASE CONNECTION INFO -- ------ SEE PLAN FOR (2) LSTA 30 DOUBLE 2"x4" TOP PLATE " DIVISION LOCATION; BEAM SIZE 0PTION A 1/2" OSB FLITCH PLATE B NOTES; I CONNECTOR REQUIRED SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED PORT ST. LUCI E L) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE I/4"OIA. x51/2"LAG COLUMN SIZE ON BEAM SCHEDULE/PLAN "x4"STUDS 016"O/C w OPPOSITESIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3)16d SEE PLAN $EE $CH EDULE r ♦ Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15,3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. CONNECTION INFO THE THICKNESS OF THE LAST IAMINATION. ADDITIONAL INFO. COMMON FIR WLL W/ SIMPSON SP2 TYP. "� _ "' CRICKET AS REQUIRED 2 " NAILS(TYP) HGT• TOP AND BOTTOM 2-ROWS 12d NAILS SECTION A -A WF37 TYPICAL COLUMNS DETAIL N.T.S. • STAGGERED @ SCALE: 11/2" = 1'-O" g FOR OVERHANGS GREATER THAN ' = FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS :, REINFORCEMENT REQUIRED) �r• F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 1 2) 1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 q 12" 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS � 15 LESS THAN 1Z" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 A A SIMPSON SP2 @ EA. STUD rn O STUD WRAPPED OVER OR GREATER HEADER n TOP PLATE & NAILED APA RATED STRUCTURAL SHEATHING m a TO HEADER EACH SIDE MIN 7/16" FASTENED TO TRUSSES W/ v o SEE PLAN FOR 8d COMMON WIRE NAILS @ 4" O.C. FILL ALL HOLES IN >. _ 0 7 DOUBLE 2 x #2 = - - - f TOP OF BEAM BOUNDARIES 6" 0/C EDGES & 8" ` 0 N LID STRAP S.Y.P. HEADER W/ SEE ROOF PLAN ) O.C. FIELD v y 1/2" FLITCH PLATE. HEADER, (U.N.O.) BEAM SIZE & R-19 INSULATION AT EXTERIOR SOd NAILS @ CONNECTION INFO WOOD FRAME WALL PER FBC� \ Y m m 8" O/C TYP. AND ENERGY FORM SUBMITTED g / 00LO D FILLING AND BLOCKING AS WITH PERMIT APPLICATION - - - _ `i ' 0 ` DOUBLE 2 x 4 REQUIRED FASTENED TO (WHEN EXTERIOR WALL IS _ _ _ Zp- CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) - .c J W M r TYPICAL (U.N.OJ OF 12d @ 16" 0/C UNLESS COLUMN SIZE & BASE -. M �/� ,�•ALO NOTED OTHERWISE SIMPSON SP1 @ EA. STUD '�� O W v/ c J LL CONNECTION INFO � N 2"x P.T. PLATE MAIN SPAN ROOF TRUSS N ♦ Model Name Number: 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT Ax SIMPSON H774 W/ (18) @ 24 O/C M1635 UPLIFT CMU SEE SCHEDULE) VI w 16d NAILS & A 5/8" EXPANSION ANCHOR 8" x 8" x 16" K.O. ( °o ♦ plan Issue Date: W/ 6" EMBEDMENT U.N.O. °• BLOCK W/ 1 #5 CONT. m CJo OR 81/2" AT GARAGE ° v Friday, November 20, 2020 ��rNG STEP DOWN CMU WALL ♦ KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS P.T.BOT. PLATE ,—SEE FOUNDATION v. Q NOT REQUIRED @ BEARING v 20-8522 a WALLS WITHOUT UPLIFT PLAN FOR MORE INFO r NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPNTG o Sheet: S_/I� Of'. N.Ts. 1/2 0. WF09 WALL HEADER DETAIL N.T"s. CD11 COMMON BEAM ATTACHMENT N.Ts. rWF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" €D V{{ MS18 RETROFIT WALL OVERHANG DETAIL WF39 TRANSOM DETAIL AT ENTRY a TYPICAL WALL DETAILS HEADER PER LOCATION 0 IVIA %% I fl 1 I O.C.• SIDE & TOP NAILER,,III IFEACH END TYP. BOX HEADER EACH END ' *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 CUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. I MINIMUM 2'x4" 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING '` SHEATHING, SEE TB13 BLOCKING 2x4 SYP BLOCKING I (SEE PLAN FOR - ' ` ++ -'-� BETWEEN TRUSSES @ 46" 2x4 SYPCII BRACE FOR I LOCATION) , - , BLOCKING O.C. MAX. FASTEN TO.EA. TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. ENDZZ 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE7 TALLER. u ' - . 48" D.C. 8" FROM RIDGE ATTACH L BRACED THEN 48" O.AFTER. NAIL wp/ 12d NAILS @ 4" O.C. CROSSINGEAT 45 ANGLE. GABLE TRUSS `6 (NOT REQ'D WHEN GABLE IS TEN 1 SIM ON HGA10 12' LONG 2x4 #2 SYP BLOCK AT 4' 1" OR SHORTER)jO U ° CONT 2x4 SYP SPANNING (4)CE CONNECTOR FROM BRACE LOCATION. FASTEN TO V1 _ AG BRACE TO SILL PLATE w 10d @ 3" O.C. TRUSS BAYS (S'-0") NAILED / (3) 12d - w/ 3-12d TO CHORD (MIN K PLATE NAIL GABLE TRUSS g PER JOINT ' ' 1ST 4 BAYS) TO TOP PLATE w/ °+ _ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 6 ' NAIL OVER X-BRACE AS SHOWN- 4 BAYS AT 48" O.C. MIN. ' INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE .y CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR MASONRY WALL SYP w/ (3) 12d @ EACH m TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE 3 TRUSS w/ 2.12d AND 1 TB18 FOR ATTACHMENT TRUSSES, SEE Iq m TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAILI N.T.S. I SIMPSON HS W/ PLAN.VEJACK 10-10dxi 1/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" D.C. w/ 8 1/4"x1 1/2" g ° �� Q' r' NS •• '" ... SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" 3 OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 242d FRAMED WALL OR BEAM `� J p- � OF U( TWEEN TRUSSES W/ (2) 12D AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. 10d x 1 1/2" NAILS E % P• ILS EACH END TO TRUSS TOP ORD @ WOOD FRAMED WALL @ DUTCH GABLE = ;' '••. Ft 0 0 h ,ROE'.."".. t" ���s�'lifllFt � It�lt 1"�w RUSS ALTERNATE TO BLOCKING pRE-ENGINEERED VERLAP TRUSS BRACING GEO7. GABLE END BRACING N.T.S. E tCE WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP_ _ TRUCTURAL PACE oc 0G.T.SHEATHINGADD 2X4 ALONGSRIPPED 2X4 SYP #2 Mm mTOP CHORD WHENAIL TO TOP CHORDTO PREVENT SHE-- --OF HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. R 24" SPAN (EIG.T TMAX mSIDE OR BOTH IF c ii c (2) 120 NAILS MINIMUM (3) 12d T E ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR v SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING yy F ` N �. PLAN 2X4 BLOCKING HIP TRUSS O .Cairn Ddnm� BETWEEN TRUSSES cry Byrom. a SFCT. A 5 Q �twC w N -A * Y 9 o a u a� 2=a � z C, 13B.�Igm D_ . g 8 a 1� 0 TB03 HIP RIDGE BLOCKING DETAIL TUTS TB04 TRUSS BRACING OVERLAP DETAIL TYP N.r.s. o ry,ry, w. �a B22"� m m Z. Z m� ¢ D- y3Ev $�� 0 o zN °8 a � € z G � J U H o ,=NYwV.R79ENG.COM ❑ ❑ ❑ 'm LD Z � N S TRUSS NOTES: Z o ¢ .. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 IS APPLIED, AND /1/ J J a y (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT /j z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED $ V / M TO 8 SHEETS OFSHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY 0 CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL N C LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. E U 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 y CI w U OF THE TRUSS. l/1 CO ATTACHED DIRECTLY TO THE BOTTOM CHORD c B. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. @ CO M �l,n M SEE TYP. TRUSS BLOCKING DETAILS vi (`3 U N £ T} SHEATHING o "'' s 3 TO 4 TRUSS x4 AS SHOWN TRUSS SPACES ALTERNATE DIRECTION - C 00 7 Q N O w Q,m 6 RUS N A DAMS HOMES VERTICAL SCAB 2x6 #2 SPF 4W O.C. o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 W/ (4) 12d TOP & BOTTOM OR H5 NAILS TRUSS OR HCLR/LL IN PLACE OF (4) 100 SEC�,ION TO EA TRUSS m REQUIRED RAFTERS GREATER THAN e'-0' 8-B 3000 GULFBREEZE PARKWAY SEE PLAN oUBLE TOP DOUBIF SEE STRUCTURAL NOTES AND NAILING a GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PUITE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS t ~ DIVISION LOCATION: 2x STUD WALL VARIES w ROOF SEE PLAN SLOPE VE PORT ST. LUCIE GONV. FRAMED RIDGE MAY BE NAILED w/ MIN. \ / \ \ 2X4 SPF BLOCKING / / y U1 Job Information: VERTICAL SCAB 2x6 #2 VERICAO.C.13 X642d \ (4) 12d WHEN IT LANDS \ BETWEEN TRUSSES NEXT TO PRE{TUG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48' O.C. MAX. SIDE w/ (31) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED MTS12'S REQUIRED @RAFTERS GREATER R w/ (2) THAN 8'A" \ \ N 2x4 SPF BRACE / @ 48" O.C., NAIL rry \ w/(4) COLLAR TIE EVERY 3Td \ 12d AT EACH END & \ \ ALTERNATE DIRECTION In .y O SHEATHIN RAFTER \ A CB CUTS \ \ N m a 2X4 BLOCKING BETWEEN BEVEL TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CONT. EACH BAY J B TB 2X4 SPF W/ (2) #PX3,1/2" / / TRUSSES r` f� 0 -0 LE1 ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLANUj BLOCKING OR H5 48" O.C. PREENG. TRUSS / / / / g > Do M ry \ 00 0 N CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED \ VJ N SEE PLAN FOR CONNECTION B SIMPSON A34 OR MP4) @ \ \ / / O J M 0 LIJ ��, 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/(2J-12tl NAILS@ AT 8'-0" WOOD * 2x8#25YPRIDGE BEAM EACH END TRUSS MAX -X-* 2x6 RAFTERS @ 2'-G"O.C. (USP 2'-0"ON CENTER \ \/ / 2X4 SPF BLOCKING \ A / BETWEEN TRUSSES Y \/ p� Ln ^JJ U0 Iy t ' ^ J CO �J, (/, VF-Model Name Number: / MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM \ / \ (324" O.C. N WALL BELOW (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN ND (TY / ,\ (3)12d EA. END (IYP.) c 1635 4 FT @ 2'-0" O.C. MAX W / (3) 101) CONC. MASONRY SEE PLAN IL COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD Plan Issue Date: T & B CHORD BEARING SUPPORT Friday, November 20, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING m INFORMATION ro 20-8522 Y 2x4 S.Y.P. @ 16" O.C. T Sheet: Of: T806 BLOCKING AND CONVENTIONAL FRAME DETAILS U.S TB15 EXTERIOR NON BEARING WALL DETAIL N.T.S. ROOF FRAMING z AND BRACING DETAILS W N F THERMA-TRU INSTALLATION \\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4' thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. u SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE e„ 6„ 3" O_ 3" 3" 3" — 3" 3n h I I I 1 i 3" 3„31 3" 3 L I 13" 6' 6' 6" 6" DOUBLE DOOR W/ SIDELITES eA 'E t i" 6' WACE :VENLY ill 6 SINGLE DOOR W/ SIDELITES c" F; r RDo, oeo" e a -- s• e SEA ANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. gApeL� Onettc 1 _ tl kIs" Course sae EIs�4eP �WFdBF 6 AM' 3A yn6 CDJ1ze Co`as Rake 1s Metal Drip yy" / Edge -9" X CAI 7" s w use In valley cencamne " SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEMURED, PAINTED 90fi ND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6• ABOVE G" X 6• H GALV VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES IF 6"X 6" H GALV.BASHING =4- CONT. FLASHING DETAILS E DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O Cr) TOP OF SLAB f Ir - If I 16" MIN. DIAMETER g !° CONCRETE FOOTING 3,, SPACE EVENLY x 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FTASHr 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 WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP \ W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS W/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN, EMBEDMENT 2X WOOD FRAME 48 WOOD SCREW BY OTHERS SHEATHIING BY'OTHERS CAULK BETWEEN FIN &$$4EATHING EXTERIOR FINISH DI KY f3TIHtR5 RiNC1AEU K 1/4" MAX. ral Y OTHHERS SHrM;SPACE O.A. WINDOW HErr7HT E){TEI t}R INTERIOR A TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R90I DRIP EWE. PRWIDE LYNP EDDE AT EAVES AID GMI f% SHINGLE ROOK. WERLAP TO DE A.MIN MUM OF On 1,7601 SAVE DRIP EDGES SHALL EMEND %h 3ELOW SHEATHING AND EMEND BACK ON THE ROOF A MINIMUM OF On. ORh EDGE AT EAVES SHALL BE PERMITTED TO BE IN6TAI.LED EITHER OVFR OR IMDFR THE UNOFMAYMENT. IF IYSTALLED OVER THE UNDERI MNIENT, THERE SHALL RE A MINIMUM 4 n WIDTH OF ROOF CEMENT INSTALLED OVER IHE DRIP" LULL HLANGE. DRIP EDGE SHAA BE MMi ANCALLY IISTENED A NUUUMUM OF 12Y ON CENTER WHERE THE Vead AS DETERMINED N CCORANCE WI-H SECTION R3G1.2.1.3 IS 110 WN 1177 KWHI OR GREATER OR THE MEAN ROOF HEIGHT E/CEEDS 33 FEET UO.O55 elm), DPoP EDGES SHALL BE MECHANICALLY FASTENED A M.'MO. OF 4INOHF6 DN CENTER —arnum rasomer bpa g (lambs, Mead and $111) Wall Framing; 02 SprupefMrp7Flr Or SIYear - ✓r10 t1-1/Z" -- Sam " Boom scroews ' Minimum Penetration Gladrg Bead Mounting Fhn Cross SectionV iew Brtela V�v of1.318" Fixed 1hWnd7w MMman ..�..A VT '- 311hmne EWaldn $tiealwrg pansasaa WInASINE2JJ27J. However, due to NOR, Wesbdnplyrerommend the MOf&OII paW 018ftshhtD tappandsNl n141AIZIn cWesIWbu/ld/nD Wpe4 IT /stie?up tome Wduserto detmmMa Ms properlasiabum oftheseltamx LEAVE flJenu LtEVreApt)N➢ Before RIMlN your window, Mebubhie wrap may be peeled back for lnspedton, but please re-5tdethe wrap to P,Cted the blocks hbm iCT uTl and Oder damage until Cmisbuctl4" is complete. Slept Measure to be sure the opening is 318'to I1r larger than the window sine both vertically and hodzantally. " You may wish to pre•mik the installation toles In the In at this time. ASERVieldess gepuXIM1 hotfhe ihe2reg t4 as Emsykary, nor nxessaml Sep 2 Ably a generous bud of slikon a to the t+adcade of the mounting fin. Use enough Ifikog is spifidenty fill all cods between is he and the well sheatt Sell 3 Insert the window Into t e opening from the Outside. The Wi dow 6labeled "made" and 'mei ", butt t ass lends have been removed, the glaring bell should always be to the inside Of the building Step 4 Install skims under the sill, adj sing thorn until the unit Is ptaro In the opening. SNms should be msmlMd under the sill away 2 W. The window should be basically centered in the open with no more than 114, gap between the Window and wall framing. Step S 11s1a0a a10 a IW sanv 4' from the toner of the fin at each end odthe head, sill and both'mbs. Step Inuall the remaining PostaherS In 3' Increments from Idea comer srma to the center death hxne member. Use mrenot roover- tighten the screws and pull them through the fin. Alm, make core Ue sauws gD in $Wot and dD Mtmuse t e frame to bow. Wait framing Whould be a minimum of #2 SprumyPIRI a. Fasmas Amid be#10 screws of sufidetlength to adhere 1-3ye'penetration into the wall and rm less than l2" from ate dfmml Fasttgler amities needed to eldi sidle of hameto adhleve 8° La mFrame Member 18" 78" 18^ 34' 43' 1 88" 58" 88"1 74" 1 82" Or DB" Numberof Pastarels 1 2 L 3 1 4 1 S 1 a 7 8 8 10 1 11 12 1 13 Step 7 Remove excess 5111CON" WC from around the fin and Inspeo for holes a voids. Use sitirarre to fill any voids. Sep 8 ❑desired, a foam msulation non be applied to the interim gap between the window and wall harping. R applied, ft mustbe brie NON EXPANDING 7YPEFOAM, Step 9 Since there wbdows are typically used In roams with high mdstuq, Is; bathrooms, it Is recommended that to XMxror gap between the Window and Wall naming also be sealed With Stoops and Wdef all, as not to interfere with the IrstalWtah of wallboard, file a trim. Step 10 Ol all constriction is complete, remove the bubble wrap from iha Inside and Wlade of the Window. t necessary, dean tin bI With a mild detergent and warm Water using a Sot doth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. 7' I f / C Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: 1 Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DADE 7 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 F NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. - W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING ROOFING UNDERLAYMENT: 1st Choice THE MA TAMKO BUILDII 1PRODUCTS ( 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU{ FIBERGLASS NAIL, I FL21580A R-1 II UNUENLAYMENT SHALL BE APPLIED AND FL12328-RS ATTACHED IN ACCORDANCE WITH R905.1.1 16 x 7 2"x6" P.T. WOOD JAMB WITH 53W5 (5) 1/2" DIA. x 8" "J" BOLTS 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL16546,1 FL15279.36 FL20461.1 eIRDVVNtq "• P: 'r1SE 1 •b' V Are � 6 V . J U lop% C� 5�P ¢ti t� FL0 '�V'/OFE SS%o f�Ifk7iilHllUq\� C ' SCR mIL gilE�Llo Nrn C•i IitomM15vs"galRZ� xQ A�E 3jg�t 8 Zn �a a i29 AW 3 gAW6 wwa.FoeENa.caM ❑ ❑ ❑ Z o Cll► z 04 a a N nZ or) I' Wn I,N 0 W o� © ='. w g (f1 c d N cm UroNoE L) pro C 00 .4 ��qa > Q C4 C ob Q IY 2nd Choice +67.0/-67.0 R TRU{ vnr. roan AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL HLZU4ti1.1tl 8 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OUTSWING BE ATTACHED WITH X 3" WOOD SCREWS MIN. FROM 04 1. v_ 3000 GULFBREEZE PARKWAY TOP &BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. TERS THEREAFTER. (TYPICAL ALL SIDES) a GULFBREEZE, FLORIDA 32563 Siding: N DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group EEL ROOFING NAILS I%" LONG WITH 1/8" DIA. SHANKS 318' DIA. FL20403.17 PORT ST. LUCI E Shakes & HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 8 N.A. N.A. SHALL BE BEYOND WALL DRESSING N A 2 L VI Job Information: Windows: =° "c 1st Choice H40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FI 17676.1 R9 ,Single Hung (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. N +40/-50 MPWINDOWS 3540 SERIES FL 17676.8 R9 Single Hung (flange) FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF ,A 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%- INCH MINIMUM EMBEDMENT FL18644.3 R3 n ti IN WOOD SUBSTRATE. n O r Mullions: m z a eH 1st Choice MI WINDOWS M-1926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 FL 18504.1 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM d 0 'o UO M-1926 Horizontal FL 15804.2 EDGE DISTANCE ui y al m� M Fixed Glass: • J Z `� a �/� f , -�" U � 0) CL 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1i4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644.3 R-3 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE t O J LL.I :D to � LL 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. J m W Soffit: V1 Model Name / Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 1635 Hurricane Panels: Plan Issue Date. .o 24" Ga. Friday, November 20, 2020 48 PSF EXT/ HURRICANE STORM r214" Cvanled DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293.1 1st Choice PANEL MPG. INC. WINGNUTS AT 121k" O.C. BOTTOM 1/a"-20 SIDEWALK N m v 46 PSF INT. Steel Storm panels BOLT w/ POWERS CALK -IN reV KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their Y 20-8522 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 T m Sheet: Of: Name: TODD M. BORN Certification Number: FI. # 82126 o t S-5 MATERIAL Name: Luis Pablo Torres Certification Number: A. # 87864 z REFERENCE INFO (PSL) MECHANICALLY FASTEN As _ FOLD Up WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENT) NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS ' SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weathavresistant exterior wall envelope. The exterior `WEATHER WINDOW UNIT wall envelope shall Include Hashing as described In Becton R703.4. A water -resistive barrier Is described as aF " \ / RESISITIVE materiacoverinl behind an exterior wall covering that Is intended to resist liquid water that has penetrated behind the exterior BARRIER s EXTERIOR WOOD FRAME CONSTR. SLOPE I N assembly of materfrom ials applied on thInto e exterior side ohe exterior fassembly. An f exterior walls for they wall se of per providing described th r material r TAPE SELF -ADHERED FLASHING 3/DHESI"BEAD OF APPLIED SELF -ADHERED FLASHING purpose t providing a on and finish systems, SHEATHING BY LAPPING DOWN ADHESIVETO F APPLIED UNDER 0.3 in : 12.0 in OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 rxn : 30.5 cm) barrier, Insulation, or for aesthetics, including but net limited to, veneers, siding, exterior Insulation and finish systems, WALL 6Y 61N. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R709.2 Water resistive barrier. One layer of No. 16 asphalt fait, free from holes and breaks, complying with ASTIR D226 ywuue�aw"eowl EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells. Such WEATHER SELF -ADHERED FLASHING 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 RESISITIVE CEMT. FIN. ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (162 mm). The felt r other approved material BARRIER SEAL roes GF JOISTs shall be continuous to the top of walls and terminated at penetrations and building appendages Ina manner to meet the UNDER DECKING SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1. (SEE DETAIL WP07) SELF -ADHERED FLASHING R708.7.3 Watervreslstive barriers shall be Installed as required In Section R703.2 and, where applied Over weod•besed @ WIRE LATH sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of v HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Detail Instructions Grade D paper. The Individual layers shall be installed independently such that each layer provides a separate i H cut, fold up & temporarily secure weather 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 drain to the Water -resistive Y resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: barrier Is directed between the layers. 0 BUILDING ° 2. Self -adhered flashing plus head flashing under weather 1. Install self -adhered flashingin order as shown b numbers resistive barrier t � PAPER y Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to 3. Fold weather resistive barrier back over head flashing and o 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 seal we tape 8 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer r designed drainage space. VV 4. Split the release paper using the ripcord (Split release on demand, b R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of 3 !' Scale: NITS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes " SELF -ADHERED FLASHING i SELF -ADHERED FLASHING FINISH SILL] POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts used as Hashing shall comply with AAMA h AA1. All exterior STMI 920 products shall N sealed at the juncture with the FLANGED WINDOW PO 1 EXTERIOR DOOR WITH DECK - SECTION A W P 02 CEMT. FINI 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C820 Class 26 Grade NS or greater for proper JoIM p WN FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W expansion and contraction, ASTM C1281, AAMA $12, r other approved standard as appropriate for the type of sealant. \y`�� �� • IL q✓` adhere to substrate using a square piece of flashing material (6 x 6 Fluid applied membranes used as Hashing in anterior walls shall comply with AAMA 714. The Hashing shall extend to the RUBBERIZED ASPHALT Minimum) P f S EXTERIOR SHEATHING RUBBERIZED surface of the exterior wall Hnish. Approved corrosion resistant fleshings shall be Installed at the following locations: �N �• • . of ADHESIVE 6. Fold as shown by arrows 3 J �' EXTERIOR SHEATHING 3l4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED at ASPHALT 1. Exterior window and door openings. Bashing at exterior window and door openings shall extend to the surface of the Q W -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit exterior wall finish or to the water -resistive barrler complying with Section 703.2 for subsequent drainage. -- Q `. O" THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings �, U -'� �rl• ®• to C REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOi) 8, Mechanically fasten a5 necessary shall be Installed In accordance with one or more of the following: LETTER ON CHEMICAL COMPATIBILITY RELOEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the c ✓✓✓✓ p " '••••'•• Q� r (BEFORE FOLDING. SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where �// vOFE SSI SELF -ADHERED FLASHING, " RELEASE PAPER TO EXPOSE flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior Window and ADHESIVEAS SHOWN door openings. Pan flashing shall be sealed or sloped In such a marmer as to direct water to the surface of the /11111IIHIt( O SELF -ADHERED EXTEND A MINIMUM 6" pe g FLASHING VERTICALLY FROM exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan Hashing shall E BOTTOM OF THRESHOLD incorporate Hashing or protection at the head and sales. o MECHANICALLY FASTEN AS y NECESSARY IN CORNERS THROUGH Z 1.2. In accordance with the flashing design or method of a registered design professional. SECTION -A SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. °1 (SEE DETAIL WP02) 1.4 In accordance with FMA/AAMA 2.00, FMA/ AAMA 200, FMA/WDMA 260, FMA/AAMA/ WDMA 300 or v SELF -ADHERED LL " FLASHING © � 'v1 \ 2 FMA/AAMA/WOMA 400. o �l 2. At the Intersection of chimneys or other masonry construction with frame or stucco walla, with projecting lips on both 2 ' SELF -ADHERED FLASHING 5 sides under stucco copings. i' s NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, Wood r metal copings and 91119. @ s E 2 6 4. Continuously above all projecting wood trim. g ti SEAL TOPS OF JOISTS 8 gy D DO NOT FLASH OVER UNDER DECKING 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction. = g C � W Lo 00 BOTTOM NAILING 8 (SEE DETAIL WP07) FLANGE 6. At wall and roof Intersections. pv b 3e a p �L4A Ug�ry obi ii fi SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING (� 7. At bulk -In gutters. g ` m A=S" rs �1' m = w HALF ROUND WINDOW IWPO4 EXTERIOR DOOR WITH DECK WPO5 INSIDE CORNER WPOV v ^49 q(.. , . `m §flw Q E3, .� a w a jj 2S�Bg ?i8 ma Z �' SELF -ADHERED FLASHINGa TCo DECK PROTECTOR SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster FL -- _ _ in accordance with in accordance with t a m 2 U 3 ASTMC926 ASTMC926 e g - -- =-_ coo . , SELF -ADHERED FBI[ backed metal Felt backed metal ,� ~ fi� VNA4 RJSEM1G C(M1 - -- FLASHING PATCH lathe in accordance N 1 lathe in accordance � z with ASTMC1063 With ASTMC1063 2 W Z o o 10 SELF -ADHERED FLASHING ._ ul r - DECK PROTECTOR " Building Paper ding Pape 3 4 Y 7/1 %� � Ilqquu IIII 7/16" O.S.B. 7/16" O.S.B. sheathing_ 1 2 I •/�,�� sheathing �'• ' B 9 ern " JOIST SINGLE Keep top edge DOUBLE Metal o f weep creed /t/711 1/ SELF -ADHERED FLASHING . - ' Flashing 2" below top of JOIST SELF-ADHER31/2" block E V use ED FLASHING t 2 Unperforated Vulcum �© c 3" MIN Flange 7/8" cauk bottom a �tn 4 Weep Screed joint only N U= N e 5 'r'" Maintain Metal Flashing . go v y ` ru o �Ifttt 2 Bottom of 3-1/2" Unperforated g '® SELF -ADHERED FLASHING APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed Flange 7/8" Weep Screed _' U Y o Q SELF -ADHERED FLASHING \/fj/PO� WP08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE WP09 11/2"tot" ol \HO.8362x;DECK JOIST Y Y OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementitious ¢ u ° 411111,11111 Sheathing Decorative Finish -,\DAMS HOMES O All inside and --- outside corner will 2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 p• need to be miter 2 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT cut and caulked all r CEMT. FIN. q b • . GULFBREEZE FLORIDA 32563 Cement Plaster butt joints need to v BUILDING PAPER in accordance Vulcbecau c using DIVISION LOCATION: SLOPE SLOPE with ASTMC926 Vulcum caulk for all z PORT ST. LUCI E SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd v 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor Y3 Job Information: m (0.6 cm : 30.5 cm) ` a SELF -ADHERED FLASHING 8 WIRE LATH SELF -ADHERED FLASHING ~--'- EXTERIOR S CEMT. FIN. O FL BUILDING PAPER .. n o WIRE LATH 1/2" Cement Plaster Finish 7 c 10 LO SELF -ADHERED FLASHING L O Block W12 c 21/2" Perforated WIRE LATH m m m m x o, Flange 1/2" Weep 11 to 3 BUILDING PAPER r• Screed Cement Z (, m rn i BUILDING PAPER Plaster r over block Q J LLJ LO o 1atfloor rR J m L EXTERIORInstall bottom N V1 Model Name /Number: CEMT. FIN. Slab edge of weep - WINDOW UNIT screed 1" below 1635 finish floor "w oPlan Issue Date. N OPTIONAL DETAIL Friday, CTNUMBER:ovember 2D2o � KA PROJECT NUMBER: 2 2 Note: 20-8522 3 o The building paper and metal lath FINISH WINDOW SILL Sheet: Of must be installed over the top of WEEP SCREED DETAIL ., WP SELF -ADHERED FLASHING W P 10 SELF -ADHERED FLASHING W P 1 SELF -ADHERED FLASHING SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. CEMT. FINISH PARAPET WALL W P the weep screed. �F WATER PROOF DETAILS 42X42 A/C LAB BY BLDR MIN 2FROM WALL L 5" bath duct to roof cap w/ standard 70 cfm bath fan 4" dryer duct to roof cap w/dryer vent box 3-- -- =- = - — - — - ------ � 1 QDY.IF PATIO �I a. l' I /AJ 1 25 SH 25 SH 25 SH , 25 S4 I. P 2N8 II F7xeESS - VAULT CLG. VAULT CLG. 45 - '•:..1�!'E� CARPET 230 '+rill R003t 65 _ 10x6 lwcd t 14x8 1 wcd ugui7 c:.G. ;_ _ _ .. cARreT 1Ox6 1w d 10x10 rag Ox10 rag 6„ g" r�� �- . ,._ ... 15 - 10x6 lwcd 8x4 wetau DINING RM.-- VAULT C?G. CAHPNE45 OVE r 'y VAULT CLG. VINYL QMPET 1414 rag LINEN ,.:90 Ox6 1 wcd 2w" : T 10x10 rag; I 0 EN12„ ° C U` CLe. I i - UEOOOl 2=: ._ :14x14 rag VAULT CLG. 6 n QARPE;P n 85 4" - G4 1Ox6 1wcd „ 5 F_H .9 - - . DRYER PANTRY VAULTCLG. 140, ;C PEF E �I 12x6 :1 wcd 'OCLG. e! 8 4 1wc i ` ; A "--PUL LOCA'[E tN 7D 2J 1/2` % 4' G.L NL�I l , LIVING 1635 S.F. GARAGE 400 S.F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 D 7 EGRESS 30SE 12' SL & 18" HIGH --• � � !FP#R5 AKNE it I =3 -, - x4 11�cdz " COVERED Rs 90 12x6 1wcd V IMI- � = m C] v I. 25 3F. 2.5 TON W/5KW @240V 1PH 1800 plen scale :1/4"=1`0" platform by bldr FLOOR PLAN SrA4 -- 1/4" z 1'19' ALL ELEVATIONS y 5" bath duct to roof cap w/ standard 70 cfm bath fan AREA, CALCULATIONS 3ui FLOOR 1535 B.P. 70M- LIVING W' M35 S.F. akRn.6,'E 400 S.F. (A•)V17tED ENF.RY (MSQ 16 S.F, ODWERED PATICf-LANAI 112 S.F. 70TAL AREA UNDER ROOF 21133 G.F. Rating v I o O L S,Lx VV v ON�' o O L� O O O s e� S U) W Z ,O VJ LU mow/ O r a ID in z LU 0 0 LC) 6 L LLJ '57U) U Q 3: < 0 � (Z> ® Li7 Q � m Z \C) 00 O I CO m — LU >_ Z 0 Z C LU Q m I— Q J O D Q CC ma_-jcn®® Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. FILE COPY I