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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURALNOTES: STRUCTURAL DESIGN CRITERIA INDEX OF (DRAWINGS H R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5- PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3.HORIZONTAL FOOTING BARS SHALL BE BENT 25:" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE" EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY BTH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31544) 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) 5. 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 SHALLBE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN. SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION I. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-"OR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3.. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 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 WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNINGMUNICIPALA N FEDERAL REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900PSI (fm = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 2A. 3. COARSE GROUT SHALL CONFORM TO ASTM C4T6 WITH Al (MUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR OF 30DO PSI SLUMP 8" TO It". CONTINUOUS MASONRY N ECTIONS ARE REQUIRED DURING CONSTRUCTION, 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS OTED.ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HEEIN POSITION AT THE TOP AND BOTTOM DIA OR 10FT, AND AT A MAXIMUM SPACING OF FACE. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN ON CENTER A THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/0 CLS FLOOR TRUSSES/ BEAMS * * LL/360 LL/180 LL/360 LL/360 TL/240 TL/120 TL/240 TL/240 COMMMEN 18: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC 11703.7.11. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST** * LL/480 TL/240 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. _ R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 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. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 4OFT SPAN * * TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R7 .2. I. TWO LAYERS OF AN APPROVED SIS TE03 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERSACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. SHINGLE ROOF (PSI) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSI) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION TOP CHORD ILL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL*- BOTTOM CHORD DL 0 10 0 10 0 SO 0 10 TOTAL (PSF) 37 37 45 55 - R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON.HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE *ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1:SE Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FFV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE - ROOF DECK: PLYWOOD CC/C-D,EXTERIOR DR OS FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. NOTE: ILL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB.EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1.. TOP CHORD ILL TOP CHORD DL 40 (PSF) 10 (PSI) COMMMENTS A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 1 COVER 'SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS x 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS o S-4 DETAILSS E S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 3 M-1 HVAC v B r `et Hill/o, .Pg O TOR ✓✓✓e o Q E N S C, F✓✓; No J. 87664' i s 00 N E 8 0 c Etofvp •�-I.N00 � E Po F u a W rn Q N w ik ik iR w �$$, Vtiw <Ji ti li' PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES I kH, Wy. -� v� W BOTTOM CHORD DL 5 (PSI) 1. ALL PREFABRICATED W000 TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER � � $ g• a 0 � �'�� �• a STRUCTURALLAN SPECIAL FLOOR LOADING Z � s o 2:' -PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE ° NATIONAL DESIGN SPECIFICATION FOR STRESS € m R 2 a o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BYTHE NATIONAL FOREST PRODUCTS ASSOCIATION. Y w a$ " 8 m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS:- ; LLI ZWITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) >s fi0 6 8 p y 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS: BALCONIES OVER 100 SQ:Fi 100 (PSF) q a e 2 a o 0 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) g 99 IY `' J THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 'vxw✓.'vsaaa.can� ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE: fPI LATEST EDITION. LIBRARIES . 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READINGROOMS 60 (PSF) STACK ROOMS 150 (PSF) P O u2 o SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z r AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL.® HAND RAILS (d) 200 (PSF) , _ i� 'S AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) $ z 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL. SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) J o l�J SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) Q IFl�J STAIRS 40 (PSF) 3 a UPLIFT CONNECTORS FOOTNOTES Z a 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 $ Ln m ` TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR f. BALUSTRADE AND FILLERS SHALL BE DESIGNED TO WITHSTAND A Al NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR m C� a E MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. �`v V � 15 M/ LI c $ Y FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: s LI 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listedin the Utleblock of these m aUu 2 c4 E 0 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2.. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed $ PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED RERAR AND INSTALL A 32" LONG 45 BAR III,',r0 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5, ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM. THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not a 9 o '0 PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE 7 THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WA) responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM FOUR. 3. FOR MORTAR )JOINTS LESS THAN 1/4 PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. CONTROL OF CONSTRUCTION SITE: ® DAMS HOMES undetected and not reported to the Designer / Engineer prior to TO FOOTING ). KEESEE ASSOCIATES (ISO) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROLconstruction. All construction MUST be in accordance to the CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE w oomnm��� th di n ti ue Any questions regarding e 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'k"x 23A" TTTENS T CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENITILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. � MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP S 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 :B FLORIDA CONTRACTORS UCENSE N0. CRC1330i46 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, ORE Assurance Manager at 321.972.0491 immediately. No backcharges LFB MISSED CONTRACTOR TO INSTALL (2).SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TfIEN$ ONE EACH SIDE OF TRUSS. EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GU REEZE PARKWAY will be considered for reimbursement by the Designer/Engineer m PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED EN THE PERIOD ES TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION NY71MEFO AN RE AFTER without advanced notification and approval by the " GULFBREEZE FLORIDA 32563 NO MORE THAN SO 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. EO r MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments Will be made In accordance to the n terms of the agreement. DIVISION LOCATION: 96 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTTS w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS., PORT ST. LUCI E 16d x 2-1/2" NAILS AND 6/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. I V Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. B. MASTER REVISIONS DATE DESCRIPTION REVIEWED N CODE COMPLIIO ST. LUCIE CCUn►TY Ms ME S goC - z o , L li Of Northwest Florida® ✓% ` 2� zo E N CH m Z �C0 0 a Q JM W M o COPY J IW (n U) 000 l�UL IUJUUL�tt✓ia E PARKWAY �I�JB�,FUIIUL�I�ZE �I�� vO,'� m � Model Name Number: N 1485 VI Plan Issue Date: a_ Tuesday, April 28, 2020 m KA PROJECT NUMBER: v MOIDEL 1485 v 20-3043 RSheet: Of�^� fl COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 1.24 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-OILS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15F1% AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF•) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+). 26.5 20 -) 28.8 (-) 34.4 s 50 (+) 24.8 (+) 24.8 e I ® 0 {-) 27.1 (-) 31.1 I g # Q © Y (+) 23.4 (+) 23.4 100 {-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* I SOFFIT 9'-0" x T'-0" 16'-0" x VI (-) 51.3 (+) 24.3 (+) 23.8 1 (-) 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. S. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(plfj NO BW1 16' (2) IOU TOENAILS (2)led TOENAILS SPF UPUFr SP2 W/ (6H10d SP1 W/ (%Lod BW2 16, STUD. (8) LOU PLATE STUD, 0) IOU PLATE SPF 402 BW3 16• (2) SP2 W/ (6) SOd (2) SP1 W/ (6) SOd SPF 803 STUD i6d PLATE SD 4 10d PLATE N NO BW4 18' (2)led TOENAILS (2)led TOENAILS SYP UPLIFT BW5 SP2 W/ (6)10d spi W/ (6}lod 16" STUD 8 10d PLATE STUD (41 10d PLATE SYP 1 439 (2) SP2 W/ (6)10d SPS W/ (%iOd BW6 18" STUD e i PLATE STUD 4 10d PLATE SYP 878 NO BW7 12' (2)16tl TOENAILS (2)16d TOENAILS SPF UPUFr BW8 SP2 W/ (8}10d SP1 W/ (%lOd 12- STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 12• gnp (6 SOdI PLATE STUD, (4)6lpd PLATE SPF 1070 BW10 12' (2)IOU TOENAILS (2) led TOENAILS SYP 0 BW 1i SP2 W/ (6)-10d SP1 W/ M6 Wd 12, STUD, 8 IOU PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) SOd SP1 W/ (6}10d i2" STUD. 16) iOd PLATE STUD. (4110d PLATE SYP 1170 BW13 NOT USED TOP OF WALL ^L OUBLE 2x TOP PLATE SEE PLAN 4� MASONRY WALL OR ICF WALL. SEE PLAN DOUBLE 2x HEADER 2x STUDS PER SEE FLOOR PLAN FOR PLAN/ SCHEDULE ABOVEMIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE M803/6 l FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION . . ' ^' PLAN FOR MORE 2x P.T. W/ 1/2' A.B 0 32" O.C. W/ 7" N SET INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSOW/ .. SW=.SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. `., REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C.7/16" OSB PLYW'D W/ SAME EMBEDMENT NARLS AT I', S EGENERAL NOTE#B BRG. WALL DETAIL N�LD AND EDGE, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SUE, ASSUME 2x4 STUDS USED UND. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, We AND BPS CONNECTORS CAN BE SUBSTITUTED IN PUKE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) B. IF "SW' LS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/1W OSB PLYWOOD W/ ad NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXT63M WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BWl, BW4, BWT BW30 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE HAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (SUN NAILS) AND WILL NOT REQUIRE THE ANCHOR SOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SPZ-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10& 0148' DM, x 3" LONG COLUMN SCHEDULE MARK COLUMN SUE (BASE)CONN. &FASTENER UPLIFT(Lb) C1 (3)2x4#2 SPF (4)-16d TOENAILS O D172Z'W/1/2' WEDGE C2 (3) 2 x 4 02 SPF ANCHOR* & (8)1/4' X 11/2' 2145 SDS SCREWS (3)2.x 4 SYP #1-OR- (4)-S6d TOENAILS 0 DTr2Z W/ 1/2' WEDGE (4)2x4 SPF#2 ANCHOR- &(8)1/4"X 11/2" 2L45 SDSSCREWS C6 4 x 4 P.T.#2 A8U44 W/ 5/8° AIR*" 0 - 8685 SYP POST &(12)-led NAILS U=22DO Ej6 x 6 P.T. #2 ABU66 W/ 5/8" AIR+* G -12000 SYP POST & (12) - ISO NAILS U = 2300 C7 8 x 8 P.T. #2 ABU88 W/(2)-. 5/8'ATR** G-24335 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. HDUSSDS2.5 W/ (14)1/44x 1.SE Fb-2400 PSI 21/2' SDS WS & 5/8' EPDXY S (WOLMANIZED IF EXT.) ANCHOR, OR ATR** ❑3.5 x 5.25 P.L HDU58DS2.5 W/ (14)1/4" x tie 1.8E F�2400 PSI 21/2° SDS WS & 5/6' EXOPY 5645 WOMANIZED IF EXT.) ANCHOR, OR AIR-- 3.5 x 7 P.L HDUSSD82.5 W/ (20)1/4' x C10 S.SE Fb=2400 PSI 2 1/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 5.25 x 5.25 P1. HDUS-SOS2.5 W/ (20)1/4" x C11 1.8E Pb=2400 PSI 21/2' SDS WS & 7/8° EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR""". 7 x 7 P.L HDLI&SDS2.5 W/ (20)1/4- x C32 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY WOLMANIZED IF EXT, ANCHOR OR ATR**' 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UND, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/W ATR S. IF (01 COLUMN IS INDICATED ON SECOND FLOOR, THE SASE 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 NOMINAL SIZE PARALLAM COLUMN$ (1,8E) MAY BE SUBSTITUTED FOR ANY Sd 0.131" X 2 %" I 0.131° X 2A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF& WALLS SW OR 12d 0.148' X 3" 1 0-131' X 3' SEE PLAN 13LOCWNG & TOE 0.148' X 3'A" I 0.131' X 3?A' INAILS & TOP PLATE 12d 0.148" X 3 %' OA31' X 3 iA' 8' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 100 0.148" X3" OA31-X 3' 8' O.C.(COMMON)]STUD PACK 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SUE CONNECTIONS (2) - 2 x8 Y2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 008 FUTON PLATE. NAIL SIMPSON LSTAS8 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d HAILS 012" OR (2) SIMPSON HETA16 TO CMU O,M TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 12 #2 SYP W/ 7/1W CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HEMS TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4' x 111/4" LVL CONNECTION: PROVIDE 12) 2,0E Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HIS20 TO WOOD POST 1/4' x 31/2" SOS WOOD SCREWS 0 Is, O.C. TYP. OR (2) SIMPSON HETA76 TO GMU EACH SIDE. COL U.N.O. ON ROOF PLAN. (2)-13/4'.x 317/8'LVL 2-OE R1=2B00 PSI. NAIL BEAM CONNECTION: PROVIDE 2 ( ) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 1/4' x SOS WOOD SIMPSON O WOOD POST 0 SCREWS$ 018. O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O, ON ROOF PLAN, (2)-13/4'.x 16' LVL 2.OE RI=2500 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR(2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (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 W1 1/2"FLITCH PLATE THIS SHEET H3 (2)-2X10#2 SYP SEE GENERAL HEADER NOTE#5 W/ 12" FLITCH PLATE THIS SHEET O(2) - 2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2)-13(4-X 111/4 ATTACH TOGETHER WI(2)ROWS IAI'X 31/2' H5 LVL 2,0E Fb=2600 PSI SDS WD SCREW$ @ 18' D.C. TYP: EACH SIDE HB (2) - 1 3/4"X 9 1/4 ATTACH TOGETHER WI(3) ROWS 1W X 31/Z LVL 2.OE Fb=26DD.PSI SDS WD SCREWS 01V D.G. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS OPENING ZA WALL 2X6'OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. -EA.. END E[. END V-O' 3' il" (1) (2) (1) (2) 4'-0" - W-O" (2) (3) (2) (2) -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 FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o,o, 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. i L 39'-4" FLOOR PLAN SCALE: 1/4" = V-O" ELEVATION RAR 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 O+26.5 / -28.8 +26.5 / -34.4 O+24.8 / -27.1 +24.8 / -31.1 O+24.3/-27.5� +23.3/-26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES USTED ABOVE ARE 'ALLOWABLE' PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL ,,,1lffillillg$/j/ T GENERAL NOTES E 7864 0 No 0 m � N 1. R302.5.1 Door from garage Into house must be a `-►r '- Li: M minimum 1 3/8" solid wood door, solid or o Of Luiti N honeycomb steel floor, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of ��i90,o,'••�( TA \�y�'' y`~Y Q the building, exhaust to c Space skid soffits is not acceptable. ptabsoffit e.Ventilation solid soffit isa all bed fitted o e i side ugh 'I r III; ) vs, ';� the venting. d 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. Garage beneath rooms Shall be separated from all habitable rooms above by not less than 5/8 inch g (15.9mm) type X gypsum board or equivalent. Where g the separation Is a floorcelling assembly, the structure supporting the separation shall also 9E V g „T: Iv protected by not less than 1/2 inch (12.7mm) 'g; m N W gypsum board or equivalent.. a Ala 9F. F co 4. R312.2.1 Window sills In dwelling units, where the v; ` -2 � $ opening of an operable window Is located more than g' e G q FFFF� a �' re 72 Inches (1829 mm) above the finished grade or zs � � � ® I � � N � w surface below, the lowest part of the clear opening g s In Of the Window shall be a minimum of 24 Inches �LLt a W vi (610 mm) above the finished floor of the room in d 0 a �w E n: Which the window is located. Glazing between the „ cJI 2 as floor and 24 inches (610 mm)shall be fixed or have y I F � E.I ¢ � ro openings through which a 4-Inch-dlameter (102 mm) w § W 3.3_i s &m o Sphere cannot pass. o g'r�O1 IL IL Zg� J c a 5. R308.4.2 All windows within 2'-0" of doors and In g shower or tub areas will be safety tempered glass. o g 2 0 t W F � � � www.Fosw6.coM ❑ � ❑ 6. Ceiling for exterior entries and covered porches to Y have 7/16". span rated OSB nailed per zone on v UI o1 'D roof diagram nailing schedule or 5/8" CDX. 1O Z t- 1X T&G acceptable for substitution. Z M g 7. EC: R402.2.4 Access doors from conditioned spaces to L' Z a unconditioned spaces (e.g., attics and crawl spaces) `- Q o` shall be weatherstrlpped and Insulated to a level a r` equivalent to the insulation on the surrounding o Y surfaces. z a S. Laundry Note: (Unless noted otherwise) Provide dryer YS y vent thru roof max. Igt. 35'-0", washer & dryer units w (washer unit to be always on left side when facing ' o units) hanson box ® 36" off U E O w 9. Callings for exterior entries and covered porches to be ' (D \ /L/) ct Mn 7/16' OSB on underside Of roof trusses shell be i U attached to all framing members with 2x blocking o � provided at perimeter. The OSB shall be attached w/ 8d W $ E ° 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 2 attaches to OSB per manufacturer spectflcatlons U in 3� v o i1 (r ` P Q o bd � DAMS HOMES a N � a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n REVIEWED FOR DIVISION LOCATION: PORT ST. LUCIE 'FODE CONK ow ♦ I Jab Information: ST. LUCIE (° t AREA CALCULATIONS 1st FLOOR 1489 S.F. TOTAL, LIVING (AC) GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 1489 S.F. 389 S.F. 54 S.F. 0 I- z WN 04 04 11 L0M N z 0) Q J W =) 2 Jmcnw VI Model Name / Number: 1485 VI Plan Issue Date: Tuesday, April 28, 2020 V1 KA PROJECT NUMBER: 20-3043 1932 S.F. Sheet: Of: R L tm ,3FLOOR PLAN I (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN � x N " (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN F.F #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE B„ OPTIONAL CURB FOR -I F F VARIES LAPPED MIN. 6' AND SEALED. MASONRY T# ELEV. 0'-0" �" ;,� " — - ° 2 4" 2500 PSI CONC. SLAB W/ 6X610/3.0 W W F, OR MINIMUM .75 LBS W/ (i) - #5 BAR CONT. "• ' ' OF FIBER PER CUBIC YARD FIBERMESH/RBERMIX ADDED TO THE CONCRETE.I,IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBFRMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. V _ ° I 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC- FROM FrR. TO REINF. N W/ 13) - #5 CONT. BEAM W/ 11) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FrC SEE PLAN ; r DOWELS 17" EMBEDMENT W/25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT N ANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O. ON N. 1/2" = 1'-0" �L/� F17M02 SECTION @ GARAGE g/2^ = g'-p^ 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN G C TO DETERMINE STEP LOCATIONS IF REQUIRED 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED FM03 ITHICKENED EDGE I 1/2"=1'-O" =1,-0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FlIt '�_ N.. FLRR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE i'v 2 STORY: 20" X 20" 4" GONC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FMO9 I SECTION @ GAR. DOOR 1/2" =1•-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3) - #5 CONT. FOR MORE INFORMATION) �+waulr �111' ` IP=�! FM11 I STEP DOWN BRG. BE REBAR x 1/2"=1'-0" FM12 STEP DOWN NON BRIG. 1/2"=r-0" —SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" O TYP. SEC. ELEV 0'-0" WITH CURB y (1) #5 BAR CONT. (G.C. VERIFY) m z F.F.REINF. ?m (SEE PLAN) 2 #5 CONT. INSTALL LINING ' € 2 #5 BENT BARS W/ MATERIALS PER . ° x N N - - ; MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLIT, 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1/2~=1-0" FM18 TYP. STEP FTG. DETAIL 1/2'=1'-0" ALTERNATE: REINF. THE REINF: BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BARWITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE N� FOR EA. HORIZ. C4 REBAR, TYP. U.N.O.. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING a*. GRAVITY OiAP. . IRIS F1.0 1'-Q" X CONT. 1'-0" 2 05 E.W.DOT. 2000 FSA 2 0' X T-0". 1'-0" 3 #5 E.W.BOT.. 7200 P2.5 2'-6'"%24". 1'-0" 3#5 E.W. SOT.. 11aoo F F3.0 "i- X 3'-0" 1'-0" 4 #5 E.W. BOT. lwO0 F F3.6 31 -fi," X 3'-S" 1'-0" 4 *5 E.W. SOT, 2000 F F4.0 4' " X 4'-0" 1'-0" 5 05 E.W.BOT. 28000 F4.5 4' "X 4'-e" V4" 5 #5 E.W.BOT..: 34500 114, 6 #5 E.W. BOT. 42500 FH.O 6' " X 6'-0" V4" 7 06 E.W BOT. 61500 LEGEND " INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/z =ro" FM23 I TYP. FND PENETRATION 1 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) O 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16. 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10. 20" 24" W/ (3) #5 BARS 674# 514" >3'-4 - 4'-O" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0' >4'-0"-5'-4" 16" 16, 48" 48" - W/(5)#5 BARS CONT. 1162# 2%8' & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL ,I SEE CHART ABV. -MAX. F.C. o p SPACING (04.) W.W.M, TO BE TIED TO #5 CONT. REBAR ILI #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' , (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B ° +II FIN GRADE 8" MIN. TO TOP OF „ ••- STRIP FrG. s COMPACTED CLEAN FILL Oils s IN MAX 12' LIFTS STRIP Pre. W/ QTY OF 'MIN. COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND NERT. F.C. ABV. FON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE #y 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 6,. FILLING IS TAKING PLACE .0 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" 106, h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. E NOTE 5 b &RA031.4 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 f 3" VTR TUB ------._. 11/2" VTR 2, LAV. ' LAV DBL SINK W/C W/DISP. I u HANSON 2„ TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 3"VTR I LAV , I W/C L�j TUB 4 c LEAN OUT 12'-10" I 14'-0- I I 3%0„ 7'-0" 3'-S' I 3'-811 3'-8"I. 3,$" 71-0" 21-8" , ' w a A/C COMP PAD —= i - FM01 I L3 �o a I 4" CONIC. SLAB I I, 3 I I I W/8"X8"THK'N I Fo I I .EDGE III:• ;'II STEP DOWN " a ,r- ■ ■ so ■ ■ 1 , r , I , i r , , , , , I I I I I I I I I ' I I , ,2'-2' ~ � 8t0•. zo 8'-10" 12'-10" ' I • 1' I III , � I 3'-0" �C` 2%4W II 13X3 II :F.Sk L Ji :SHWR I �.. N rr io �. DBL SINK /L W/ DISPOSAL �-_�,✓_. TAu LI'j J' Ii1� 2'-5" , ■ ' � I I N s STEP DOWN 4 � I ry� • y 1 0 I , I I I , , , I 3 I C.J. I q - --- -- - --- -- -- ---------------------- 3'-0" , N 20'-0" , .0 7,•O„ I 2" P DOWN 5 1/2" " F2 FM03 t' S -9 r ----------- Rf III 10"0" i ^ o E Vim+ CEN OF FTG. op.------------------ m I ------------ --------------�T� 0 Irm 1, 11111 N 0 2'-0" 16'-0" 2'-O" 8'-6" 10'-10" 19'-4" 20'-0" 39'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "All I 4 a CHOSE BIBB :WECb ;OMPII CIE C( 30CC FILE COPY 0 R, ,ttllll111/7i, *O g-0 TOR A)' s, ENS' •, Fs e,�f 0 87$64 OF Qj '�I�IIBi 7IM�'� 1tt',,• I~ N OD �9bw � Q��mg ('li I'li ii BA alb -.Eit 13 a LL$� O<�� i a sj zW�ir a rg�W� & m a o$ P LL g � 1 _g ■ ors 0 ,- wWw.Rr3ENG.caV 000 m Z 2 z S Z 0 bit d ri — Y a v0� 77 C6 � "ry w o V)V c ro fB 012 E W O ldff/ �.0 In�q o0 Qmo°�4 �m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I O I �7 L I W 12 R Ma Z ' 04 0_3 W m M o JMU)(n n LL Model Name / Number: Ur 1485 yV1 Plan Issue Dete: Tuesday, April 28, 2020 VI c KA PROJECT NUMBER: 20-3043 Sheet: A Of: � 3 R o FOUNDATION U LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS S.F. LIVING = 1,485 x 3 4,455 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 400 GEN LIGHT'G & RECEPT. + APP. CIR, 33,005 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,005 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" _ 00 x 23,005 = 9,202 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,202 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 9 �n 2 8 USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL WALL iOR TO CEILING) TERNATIVE PROTECTION BARRIER N.T.S. PROVIDE DICONNECT AND GFI/WP WP OUTLET PER-GODE\\ffl GFI FOR A/C COMP. HOSE \ E BIBS / n INSTALL FAN /a=d�BOX PREWIRE r. INSTALL FAN p'y------C- D�Q.Q , / BOX PREWIRE 0- �. 1I��-------- \� II P'R€WIRELu / -101 ® CM ' II o e " o CM /FORD/W - ---------- GFI Ft �. Ls— GFI -MIS , GFI , / rFOR HOOD i GFI p GFI 1 l TO, bNSTALL FAN BOX PREWIRE i / I 11220 1 IGFI y II PB Ih I GFI ELECTRICAL 220 WH• 0 42" PANEL 220 IjI NOTE: , ; LOCATION OF METER AND PANEL BOX \ I TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL {,L}-• BE ADDED AT METER LOCATION. GFI " ATTIC ELECTRIC ' C& 42., \ ,,Z REQ'D BY CODE ' , `GFI 000 BELL i FOR GARAGE i WP DOOR OPENER .GFI ,. , ", e COACH LIGHT ' NOTE: \ KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION _ FOR TRIM. COACH LIGHT ' — " '—' COACH LIGHT ELECTRIC PLAN SCALE: 1/4" = V-O' ELEVATION "A" CL' Lu J w 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 li ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC.R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL.DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN WIFTHE OUTSIDE EDGE OFA SINK THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR Ea902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 1.25 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH ® CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET bD GROUND FAULT INTERRUPT U) ' 2 DOOR BELL CHIMES (t WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET OO — DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET I DISCONNECT SWITCH TELEPHONE CABLE OUTLET Sp PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT �j BATH FAN LOW VOLTAGE LIGHTING {� YY® BATH FAN W/ LIGHT i C INTERCOM SYSTEM L.E,D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED. SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 2DO AMP SERVICE LIN/2 CC/NDCR� METER MAIN CODE CONiPLIA DISCONNECT �qQ EPO 3N°'�"4,. 200 AMP pp 4A4J UNDERGROUND I70CC SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # 8 COPPER TO RANGE INTERSYSTEM J # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED ®ROUNDING ROD Wl MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER FILE COPY NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 11 0 O N W N m N 'c m P _ s n N m g � W co g F Nm o LL LL LL @ � _ Ul W"w a LLjaa:W M� j Z'N�a Z o ) ¢ 8 z cN ■"')cWw�m OJ Q m V at Ell o C� Jq, to '^$a z0� WWW.FDSMG.COM ❑ ❑ ❑ U 0 z n o a a J W y W F � o Q w o to c m ,w OO o K y A DAMS HOMSS INEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: fb m 0 0 n Z N a W O j2 4j Q LO V E ti Y Q 4 o In "? w s — OJL'^LJZ) M J W V/ (n La Vj ♦ Model Name / Number: 2 1485 V1 Plan Issue Dete: Tuesday, April 28, 2020 F V1 KA PROJECT NUMBER: 20aO43 Y T Sheet: Of: 0 ELECTRICAL PLAN ' 4" DBL 25 SH 25 SH TEMP. GLS. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 2868 FR. DR. DOOR STYLE MAY VERY N 0) N ■ 0 u 25 SH FIN. FLR. CEMENTITIOUS COATING El TEMP. FIXED GLS. WINDOW CNTR. ON TUB �--TOP OF BLK. t 25 SH DBL 25 SH TEMP. GLS. — _ _ - _ _ FIN. FLR._ REAR ELEVATION SCALE: 1/4"=1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BRG. @ ENTRY TOP OF BILK. M1:4 T 0 0 RAISED SMOOTH I I I O CEMENTTIOUS BANDS 0o RETURN 2'-0" LEFT ELEVATION SCALE: 1/4"=1'-O" RIGHT ELEVATION SCALE: 1/4"=1'-O" FIN_FLR.� OF ELK. FE VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net all Itches 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 1.33ft - S:F. of Area to be vented (SF) ' M 's.f. Total needed for exhaust for upper 1/3 464 net sg inches Total needed for intake (soffitarea, lower)`:.. 464 net sq inches Number of Off Ridge Vents for upper 1/3 needed 3 L.F, of Ridge Vent needed (can be used in combo with ORV) 26; Lineal Feet of Soffit needed to meet required 84 lineal S.F. provided by plan 10" 8- 4 1/2" e0 S" FRIEZE 16" X 30" DECO TYP VENT 6 12 - 6t KEY STONE DET. ® SCALE: 1"=1'-0" REVIEWED F` CODE COMPL,I6A;�N� , VTRY BRG. HGT. ST. L.UCIE CO9.✓N t I, _ — _ — - — - — _ — _ _ AISED BOT OF OPN'G. 9'-4" A.F.F. ® BOCC' KEY TOP OF BLOCK (TYP) STONE W' OW HEAD HGT l m El El -100000 MILE COPY lid aooa000010 _ FlN. FLR. F7 F 110 FD EIEIE]ItH-�- DBL.25 SH LITE TEXTURED DECORATIVE 3068 S.C. W/ KICK PLATE 16'x7' 32 PANEL CEMENTITIOUS COATING w/ 12" SIDELITES & 16" OVERHEAD DR. HIGH TtFANS. ABOVE 3/6/3 RAISED BANDS FRONT ELEVATION "All - SCALE: 1/4"=1'-O" (1� Wgal LLj c i sL` oltlttlrafsP e Q4�r �N S bN • •• � ' J C 9 tk F..:.i i;3418�5 FLO i I T8-4 w to a i 2£ g9 N OD rA o 221C13 Q .i ce 4 tk 1 €�3 m�UONNOI LL IJL 0 Mao t 30 U! Lq �` Z 0 3 ¢MIME i - n6ttm0 V ¢ °$';' w�. W W.FDSENG.00N ❑ ❑ ❑ w z M g L N g� a � —x z � W F- i, M E 1 — N ODW a (/] C m [) 2 N W 00 g h, U rn oMt °m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC133014( 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a o � N M O 9 o s s azC ✓ m Uj N 0) 0)V � M N � rn a o O J Uj Z) M t, 03 U) V Model Name /Number: 1485 Plan Issue Date: a Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3043 Sheet: Of: R m ELEVATIONS -A- SEE DE G.C. TO PR( BLOCKING' W/ AGA RE( FOR SPAN F 7/16" OSS SEE"HIP/R BLOCKING" 0 W a S * * ALTERNATE SPAN RATED 32/1.6 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 NIP ECTIONS 20'-0" MAX 20'-0" MAX '.TB03 d- EQ. Q CONTINUOUS BOTTOM CHORD - - "X' DETAIL BRACE T601 SEE BRACING o 2 X ^ 4 MIN. SEE DETAIL TBO4- - v - 9 y 4 IVIDE '0 COMPLY :OMENDATIONS- ATING OF DGE � - - - DETAIL Nk - - _ _ _ _ Q - - - - - Q - - - - Z' UU Q a Q - - Q o X ¢ 7 I 4 d 4 EQ. TOP & BOTTOM CHORD GABLE END BRACING 0 -/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FF. 2 --------------------------- 0------------------------------- I , ' 4 FT. 0' 2 , l , ' 2. i ------------------------------------------------ 5FT. 0 ; O FT. 4 FT. O 5 Ff. 4 FT. O2 Y - LFr% 11Q------ 4 FT. G O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) ONAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O C- ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING. W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4"D.C. 7/16" OSS MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH. TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' BREATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. $TUD 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 i6GA x13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15W OSB BEYOND EXPOSURE 11 SHEATHING SHEATHING SHEATHING �� & I - II II II I II II II II II II PROVIDE II BLOCKING AS II II REQUIRED PER - o SECTION X-X IF II NOT FULL 11 II HEIGHT SHEET II II II If II It II II ©` LOOR SYSTE ft W LL SHEATHING 2XRIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2, - - II II II II II SOLID2L =IN= I RI I If 11 II I III 11 11 If BLOCKING @ ALL = w SHEATHING III III III II II II I I I I II I I ( EDGES (SEE N SECTION X-X) y-III III OPE 111 It - - - - III I C III I If II _ - _ I III- 11 III 116 II II III 11 11 II I II I II II II 2x STUDS w w BEYOND. w 1 I II I III All I f I I I 11 IIII I I I If I I I I II I I I I I II II I II I If It II I SEE PLAN j 16 N3 1 HORIZONTAL WALL ELEVATION DIAGRAM 'S" NAIL SPACING "`-- 2x4 P.T. BASE PLATE BEYOND SEE PLAN w U = W W 2 aoHQ- � N J LU U- cpo rn 0 $ U. F I_M U_ NWOO LL N LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SFCTION 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. y� U U U W W W W W W W W LLI W L I LU W ULI U U U C1V C3V C5V O LLI W J Al (3) A09 VAULTED VAULTED A08 A07 A06 10' CLG IA15 10' CLG Ao4 VAULTED A01 VAULTED A01 A01 A01 A01 AQ+ - - - - A02 10' CLG A03 A03 0 A03 VAULTED 8' CLG.. 0 24" O.C. A03 11 B01 GE3 L2 10'CLG A Sd C B01 B02 GE15 2 col s3 CO2 ROOF CRITERIA -16" OVERHANG Co FAVES U.N.O. -12" OVERHANG 0 GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING GE01 S4 TRUSS LAYOUT "All - SCALE: 114" = 1'-0" C1V C3V C5V =0 TYR U.N.O. SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MAR( TYPE CONNECTOR&FASTENERS SPR SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETAI6 W(9)10d x I la'OR - HTA16 w/(10)10d x 1 ffi• OR. MASONRY HETA20 w/(9)tOdxit2" 1810 565 HTAZO w/(10)10Ext t/1' RT7AW(10)Bd NAILS 1585 5/5 1870 M 0 FRAMETOH2.5Aw/(10)8d NAILS am © FRAME TO HIDAw/(18)I0d x 11/7 1015 1040 RTI5A WA17)10tlx 1112' 895 1020 FRAME H10h2w/(18)t Dd x 11/2AT2PLYTRUSSE6 830 1080 Rif&2MI6)10dx112-ATZKYTRUSSES On low O FRAME TO MT812w/(14)10dxl I&(ATEXTERIOR 880 MTW12W(I4)I0dx I I&(ATEXTERIOR FRAME LOCATION INCLUDE M12d TOEMAILS) �0 LOCATION INCLUDE (3) 124 TOENAILS) 1005 1185 OFRAMETO E MGTw/(22)IOd NAILS AND 50 AT.R.W12" $330 MUGT1S w1(28)10d NAILS AND 5W A.T.R.W MASONRY EMSEDMENTvd$IMPSON'SEPEPDXY 3965 12•EMBEDMENT w/SIMPSON'SEr EPDXY. 3330 4495 FRAME TO HTS20 wl(24)10d x 112'(AT EMRIOR HTW'2Dw424)10dx112"(ATEXTERIOR 0 F FRAME LOCATION INCLUDE ISM TOENAILS 1246 1310 LOCATION INCLUDE(3)12d TOENAILS 1286 ism FRAME TO (2) HT320W(48)10d x112•(AT EXTERIOR (2)HTW20w/(48)1Ddxt1/2'(ATEXTERK)R © FRAME LOCATION INCLUDE(6)12d TOENAILS 249D 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 3060 TO HOT-2w/(16)10d NAILS AND (2) 5/8-A.T.R. HUGT2WnS)I0d NAILSAND(2)5l8" AT.R OFRAME G MASONRY W 12' EMEEDMENT wI SIMPSON "SET" 10690 wl 12" EMBEDMENT W SIMP90N'SET" 7020 9790 EPDXY (HOT-3 FOR 34"LY) EPDXY (HUGT3 FOR S-KY) TO FGTRvd 118)1/Cx T SDS WOOD SCREWS RFUS w/(12) W83 WOOD SCREWS AND OFRAME H MASONRY AND (2) 12'x 5" TITER HD ANCHOR BOLTS 3400 47M (4) 3W x6' WEDGE -BOLT 7100 (1) LOT2W(16) lad SINKERS 0&(7)1A1"x2.1M"TITEN2 FRAMETO 1750 2030 MASONRY(SEE NOTE#5 BEL FRAMETO (2) LGT2 W (32)18d SINKERS & (14) 174'TREN 3500M 4060-M (2) LUGT2 W (32)18d SINKERS & (10) 3100-M 3100-M J3 MASONRY/ FRAME. (28)1 OR (28)1Bd SINKERS FOR FRAME (EA) (FOR FRAME( 3240.E 3770.E 1M.T WEDGE -BOLT (2 PLYTRUSS) OR(32) lad SINKERS FOR FRAME(EA) 3806E 4520"F ® FRAME TO MASONRY / (2)LGT3 w/(24)1W x3-SDS, SCREWS & (9) 319' x 5" TITER (2 PLY TRUSS) 4]30i4 �70.M (21 LUGT3 w/(24)11C x 21/TWS25 SCREWS $ 5' M PLY TRUSS) S4g0-M 7060.M FRAME OR(62)i6d WINNERS FOR FRAME (EA) 6010E 6960-F (4132" x (3 OR(68) I ad SINKERS FOR FRAME (EA) 6480f 7710.E O BEAM TO HW10 OPT HU0410 w/ (18) lad & (10) 1 ad G#MD HNI 0 OPT HD41 DIF wl(2% 1 Ad&(10)10d G#3080 BEAM NAILS U#1896 NAILS 1M1960 OBEAM TO HU410 OPT HUC4i0 W 118) TTTEN G#4500 HD4W OPT HD4101F W(20) Ile. 7 G#3355 MASONRY Ile x2 3W & n0) 10d NAILS U#1800 WEDGE -BOLT & (10)1N NAILS U#850 SEAM TO MASONRY/ HU46W'THUC46w/(6)l0c NABS& (12)l/4"x23M'TTrEN(T0MAS.) 0#1540 W980 G#3000 HW60PTHU45W(S)t0d NA1L58 23M'TAPCONS(TO MASJ Gg1826 GUO15 FRAME OR n2) 16d 9(8) 1ad(FOR FRAME) SYP-F w135 SYP-M (12)1/4" x OR(12)lad &(61100(FOR FRAME) W1030 SYP-F U#&5o SYPM FRAMETO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OFT(2)HTA20 18]0 O MASONRY UPLY w/(10) Iw 1110 OR 2365 �� i-PLYw/(10)10dx112.OR. 2� 2-PLYvd n211Sd 2-PLY W (12)1&d HTSM16w1(3)IWNARSAND(4)14"x2114" 955 1110 HTWMI6W(8)lWNA1LSAND(4) IW&4" 1146 1226 FRAME TO TAPCONS WEDGE -BOLT N O MASONRY HTSM20 W (10)10d NABS AND (4) 1/4"x2Ile 966 1110 OR qrNM20 W (10)101 NAILS AND (4)114k1 &4" TAPCONS WEDGE -BOLT 1145 1225 0 FRAME TO H105 W(8)8dx/12'MAILSAND(2) 780 910 MASONRY TITAN HD DTT22 w/(8) 1M'10la' SIDS WOOD DTB.TZ W 18)1N'x1la' WS15 WOOD OFRAMETO SCREWS AND (1) 12' 9 A.T.R. EPDXIED w/ ism 2145 SCREWS AND (1)12"B AT.R. EPDXIED wl 1510 1835 MASONRY SIMPSON 'SET (SEE NOTE I4) SIMPSOi"S (see NOTE N) FRAMETO HTTS wI(26) lad a 1W NAILS AND (1) 5IW 0 HTT45 w/(20) 1 Nx211T NAILS AND(1) MASONRY A.T.R. EPDXIED W SIMPSON'SEP 4375 5090 6WO AT.R EPDXIED wl SIMPSON'SEP 5005 SEEMOTE#4BELOW) (SEE NOTE#4 BELOW) FRAME TO HTT4 w/(18) lad x2 VC NAILS AND (1) 5/8" 0 HTf45 wl(18) 1 W Q 12' NAILS AND 11) 0 MASONRY A.T.R. EPDXIED W SIMP90N'9ET 3640 4235 5WO AT.R. EPDXIED w/SIMPSON 'SET - 4160 (SEE NUTE 84 SELOW) (SEE NOTE M BELOW) (D . FRAME TO H108 W (24) H)d x112' NAILS 785 Bill LUGTi w/(28)adA IQ -NAILS 975 1045 FRAME .FRAME To HM9KT w/4411MN110 BOB WOOD RT16MW(9)10dx112'NAILS& U 0 MASONRY SCREWSB(5)l/4'4114-TAPCONS 760 760 14)1/4'x13N'TAPCONS 1985 130 FRAMETO VGTW/(16)1/4"4" SDS WOOD SCREWS& 0 MASONRY nf5V0AT.R.EP0MEOWSIMPSON"SET" 3555 4940 W/iT MIN,EMBEDMENT FRAME TO (2) VGT W (32) 1/4N3' SDS WOOD SCREWS O MASONRY 8 R) SWE A.T.R. EPDXIED W SIMPSON 5/70 7135 'SET" W IT MIN. EMBEDMENT O FRAME TO VGT W (16)1/4'xr BOB WOCO SCREWS & HDU4.SDS2.5 w/(ID) 114W 12'SDS WOOD 3286 4565 MUGT15 W(22) 1W RAILS 8MTT45W(18) - 6160 FRAME SCREWS&(1)SIB"BAT.R. 16tl NAILS 8(1)5/8°O AT.R. ORRAME Y TO (2) HITS w/(52) I6dI VT NAILS & 4376 6090 (2) HTT45 W (62) tad" la. NAILS E006 FRAME (1) WE A.T.R(SEE NOTE 94) &(1) SM0 AT.R.(BEE NOTE#4) AFNFRII !'(1NxIF!`T(IR NTITFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL5 I BEAMS W(2) 12d TOENAILS, 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY THUSS MANUFACTURER, U.N.O ON RAN. 3. O.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING RAN FOR CONNECTOR CALL OUT. 4. FORSI NGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP 912-x4" TO TRUSS VERTICAL WEB W(2) ROWS OF 1 Od NAILS W 3"O.C. STAGGERED. 5. 1T MIN. A.T.R. EMBEDMENT 0 CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W 4'A'2x SYP #2(MATCH CHORD LUMBER SIZE) w/(2)ROWS IW 04"FROM END &4'O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OA MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRYWALLSI UN"ELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 2A'On 3T O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS BEE DETAIL F812193.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSNCF WALLS,ONTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32- O.0 MAX. w/(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICTw/TJI (IF APPLICABLE) LAYOUT M CONNECT ALL FLUOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS w/(2)12d TGNAILS O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM OC MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FORALL TRUSSES TOINTERIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0- O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE.EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 42 SYP WITH (3) 1Od TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE 11905.1.1 - NOTE TO FRAMER - 1F ROOF TRUSS LAYOUT SHOWS7RUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED RY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL.. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADav ROOF INFORMATION SEE SH IE C FOR �IAirl(", IUNT FILE 0 00, C.M.U. OR ICE WALL 0 METAL DRIP EDGE + SEE?YP. WALL 2xSU&FASCIA `o� SECTION - - ALUM FASCIA. 2x4 P.T. FASTEN TO - C.M.U. W/.11/2' LONG T-NAILS 9 2'-0" O.C. - SECUREJCHANNEL @ 12" O.C. CONTINUOUS VINYL %ILi 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"=V-0" M m r J. l l \ I ^ 1111/ r'\ 111111111T®° O FIRES 3 5 C10 ; W N J ; oer _ N a '• i Pz� q: ti N � .•• ti N @"a F6 00 82 O 21 1c m � `O OgF i� ro o0�! 565 LA m- D�aM W g a §a@ QBsLL� WWZaffl • 29 NpNNrOro�IL ILZia 4 a 2 ° oS Z" 9 9 a WYWI.FDSFNG.COM I o E) 0. UI m Z N o z m 0 z a Q a a G a 1j- Y Z o L �<cl o E U 0 OLU Ln ry Coo _ &A� c lO O �(,4E LU 000 ©d Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a M o p i Y Z 1� 1 ■ . . 0 Lo 6 i 45 M o > H ,O ` ,s m z •• m a to 0 J W m o 0 LO LL Model Name / Number: 1485 .9 IIVI Plan Issue Date: d Tuesday, April 28, 2020 FVI KA PROJECT NUMBER: 2"0" z Z, Sheet: /� Of: ~ V„ N �6 ROOF PLAN A 1- LINITELBEAM: — 1 COURSE UNTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACT 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOPOFSU6 MS021 TYPICAL SHEAR WALL SECTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST UNTEL- REG. OR RECESS, • , TRANSOM OPENING "•« •FRAME INFILL ••« AROUND WINDOW •« j BY BUILDER SEE III. j WF01 FOR MORE INFO • •:. • (2) 2X8 WOOD HEADER TURNED SIDE WAY i•Q •v. SIL' ATTACHED THE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON HUS26 ' HANGER 0 EA. END. USING (8) 3/16" • DIA. X 13/4- TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/IOd STAGGERED 0 6".O.C. -OPENING- N.T.S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM —TYP. TIE BEAM W/30DO P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(0) -106 X 11/2 SPB OR SP8 FOR 2a8 AND 2X8 WALLS d DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP, FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S. C.M.U, 2'x#2 SYP/SPF P.T.. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TV DNI NAILS 2x BASE PLATE SEE - PLAN FOR MORE INFO 1MS031IN.T.S. I #5 REINF. 20" MIN. LAP BAR A #30R#4 REINFORCING BAR #3 R ##4 1 AP RP_ 25" MIN. UP Q #5 STD. 90° HOOK `#5 REINFORCING BAR #R i AP CPI ICE SCALE:1"-1'O" 96" MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N.O. 96 I. AP sPLICF I MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S.I ATTACHMENT RE UIREMENTS SIZE TAPCONS #ROWS 2x4 1/4". X2aA" _SPACING 12".O.C. 1 2 X 6 1/4" X 2aA" 12' O.C. 2 2 x 8 1/4" X 2sA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST UMEL - ----- - I (2)2X P.T. i BUCKS W/ , 1/2^ O.S.S. ' BETWEEN ; r FASTEN FT i NAILER TO ' MASONRY , I IF DOUBLE 2X NAILER 15 USLU, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL NT.S. VKM & UKUU I SULIU BAR CONT. - F.D. EACH SIDE SEE PUN RM85 121I LINTEL DETAIL 3/4"=1'-0" LINTEL PLAN SCALE: 1/4" = I 0" ELEVATION "A" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARIz 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. 8" BEARING EA. END 4, * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32' HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = RULED WITH GROUT/.U-UNFILLED 6RE84R AT TOP R-RECESSED MIN. (1)REQ,D OF #5 1-i/z• CLEAR E FEW OF OF LINTEL CAVITY LINTEL CAVITY M TOP KNOCK OUT so LINm.RLOOK a COURSE F1 1B/1T L ro GROUT PRa oMINIAL #�9 RE"OF SAR• 05RESARAT BOITOMOF NOMINAL TOP o LINTEL CAVITY I IUGHT SOTTOM REINFORCING 7b 8"ACTUAL PROVIDED IN Una IVMIES) TYPE DESIGNATION 6•NMANALWIDTH C«FNFRAI CONCRETE LINTFI. MATFRIAI A GFNERAI INSTAI I AMON NOTES 1. Pp Pecest llnMla=3600 psi. y Provide Tut mgtar heatl and bad jofl e 2. fa Mandated limda = 60M pal. 2. Shore filled pnMs ae required. 3. gsauted per AM C476 Tg=3000 pal w/ 3. Paradise- of llrRat moat mmgy.0 me ergbaedpml and/or atructural srawhge. 4. send. 3/8" aggregate oral e'ta 11' Mass, 4 U-Utaals are meMactunrd Alm 51/2" long rmtchee at the arms to accommodate 5. Comets, remaonry wits (MU) Per ASTM C90 w/ "Most call reinforcing and gmuUng. mini net area cmhpresalve strength =19DO poi. 5. All lintels meet or sxcaetl L/BW vertical dafiactlon, except llntds 17' 4" sM 8. Reber Per ASTM ARTS Grade 60. lartgrrwitha nomhal heMht�8"rtmtor axceatl L/180. PreaVesWrlsand WASTM A416 gratle 6. Bottom field saki rebel W be bcdatl at the boNorn of the Ansel cavity. 7. 7/3 love remxenon. 7. 7132". d emater wire atinuaa ae wa dad to the bottom aural far madlmbal arxharage. 7/ per ASTM B. cad rMplaoe conorata may be provketl In co r,aaft Intel h Ildr of concrete rewire 0 Typo S. Mpder p¢r ASTM C2T0 type M or S. meson unite. 9. safe loss ratings based an raUend design alalysis Per ACI 31A and ACI 59p 1D. Forife Protluct gpprovel No. 15A3 31 The Wedor sonata of Ihlele Inatww h exterior canc ste masonry walls stroll have s aredng of stucco ePpileal In etxardance with ASTM 0 926 or other approved coeffrlg. 12. LlntNe dedetl NmuNenaowNvdth veritcal(Wavily and uplIN) and hodzmtal(bte•eR oade shcud be chaxed Par N. loading wtn the fdlowhg equation: Applied veNcel bed ApPietl hWlmntd bad a Safe ue'dor Toed Sefe har�nt/I load w0000 8RF6-OS/1T SFSOB/1T •' 0 O O O O 8RF141B/1T SF1S1B/ITb •'' O O a:) co8FZP1s/1T `'O'• 0 _. a)8RF224B/1T 'O 1 EF2418/1T 0 © amalw1T z):' O O 0 81`32 18/1T HURRICANE ANCHORS (TYP.)—� ,II v � �eATTTeeuTTae o S°jseeei O �a®®� ...... SE • ''� ®Q V N c ,,.(O ��° �o UJa O m m ?® Ok O �. 9p lsn iillh LL�a c � Q) pP 2 V gCLL R p�p� ei W Do Ny�ggpU�W LL LL LL Y sip g mt�'•6m 6. a d� $!wQ yLL E2GI DO �a°' gg¢ a NF M-4WU Oor 5 .�WWW.FOSENG.COM ❑ ❑ ❑ I}. ' / z N o w ���reeLi/L/ f9 z Q J C d c 5 ) Z ppn N O Q o y (� o E z W 0 � c m �Ln �dp U a (oOVq F w w 0 cD REVIEWED F(; Ng op jl CODE COM"'_- a o m dlq ST. LUCIE COLA ' HOMES! &;E)AMSH�"+aqnc�0BGsF'ad � .0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 s 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 T1 € DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL W/ SOOOPSI CONIC. GROUT SHALL BE RUSH d LINTEL LFO R REQUIRED CONCRETE �TjIEOFWALLUup� JDbinfofmatian: ATOP NING$ SEE GENERAL IRED „C REINFORCEMENT 11 R N. 10^ /—STD. 90 HOOK S TO-:.J REBAR ON BOTH SIDES I'�"+�1 OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COARSE BELOW SILL & FILL BOLM W/ (1) #S BAR FOR ALL WINDOW OPENINGS G%V SEE FOUNDATION'SEE F PLAN TOO l MS01 I BLOCK WALL REINFORCEMENT N.T.S. a W E -TYP. BOND BEAM a g Z W x8'x 16"K.O. LINTEL BLOCK _- 0 s-I 0 LO � RLL W/3000 P.S.I. W. to CONC. W/1 #5 DM REBAR r E r +-' Q -INDICATES FILLED CELL FROM Fm. TO o m Z N I Lr) N i n• 0 U L_L„J OY BEAM WITH 1 #5 BAR MIN. w W ® ('O M p jMOW Name / Number: 1485 ( . Plan Issue Date: 'TYP. DOWEL 25" 'U MIN. LAP (ACT 530)GQS Tuesday, April 28, 2020 VT KA PROJECT NUMBER: 20-3043 Y o� Sheet: � � � Of: N LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Y2'x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. U C OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT ter••. o W/ WASHER. MIN. 6 PER yu TRACK TO JAMB. '� ,a;'.,• 5 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° 4 q 0 "J" BOLTS WASHERS SET IN O o FILLED CELL W/ #5 TYP. FILLED CELL „ VERTICAL MIN. 5 PER JAMB. o SECTIONAL I, c ® OVERHEAD N DOOR P.T. #2 b WOOD �CONT. SYP 2" X 6" ° t a . ; , %�P��'`10 F. r r" r .w%% R8� ... .S E . 2"x6" P.T. WOOD JAMB o 1 N DOOR AND CONNECTION PER �� $ GARAGE DOOR MANUFACTURER GARAGE SLAB •, �? TYP. GARAGE DOOR TRACK MOUNTING DETAIL r N a®a •, _ r f , •4• o NOTE: DETAIL CO22 / S-2 MAY BE SUBSITUTED FOR THIS n DETAIL - UNLESS NOTED OTHERWISE a. F 8 CD2 SENTRY CMU COLUMN/BEAM N.T.S. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. a a s v ff �k tg2- 1p co 8 .• 00 W �.� FHB$ W e w �, m.�'g �go4m LL LL LL 39.1t2 0 x .gg_e��+" W�aH w o. - BLOWN -IN R-30 INSULATION PER FBC i `� 4 3 Q B a W € LL n' Wg AND ENERGY FORM SUBMITTED WITH ' PERMIT APPLICATION PROVIDE BAFFLES g g 0: ¢ 130 � t s s`.5 2 Sa v A "' " O Baa BLOWN -IN R-30 INSULATION PER - FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) ' FIBERGLASS SHINGLES OR Y o Q v T Q Q _ m m m 12 PROVIDE BAFFLESWITH PERMIT D TATIONEAVES SEE PLAN OVER APPTILE ROVED PER ELEVATION) MENT ° Q 4 0 SEE PLAN PER FBCR 905.1� 1 OVER APA m r�L� 8 @ 2 za o (FOR VENTED ATTICS) PRE ENGINEERED WOOD �' ° % d 0 € gas W ~ J ' FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES y ° A , '� WWW.FOSENG.C�.1 ❑ El ❑ TILE ROOF (PER ELEVATION) i FASTENED TO TRUSSES PER ROOF ' OVER APPOVED UNDERIAYMENi PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) ' TRUSSANCHORPLAN) @ ro PRE-ENG. WOOD RATED STRUCTURAL SHEATHING , m M g TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF PLAN FOR _ _ — _ _ _ _ Y VI z /S Z Q .� NAILING SCHEDULE) 1/2" DRYWALLFELT r o TRUSS ANCHOR (SEE PLAN) PAPER OR • a ETAL DRIP EDGE a- TO BE INSTALLED ON OUTSIDE TRUSS PLATE 3/4" P.T. NAILER � �� 2X SUBFASCIA a FACE . / (TYP.) FRAME FOR BUILT-UP SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS CORNERS min (3) 2x4 OR 4x4 2x4 POST UNDER EA 8 —� �++ 2 �--METAL DRIP EDGE w/ U CURTAIN NAILER f 8 x 8 x 16 K.O.2 I X 4 P.T. PLATE END OF SUPPORTING BEAM. y a o 1/2" DRYWALL CONNEOT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @WINDOWS n LINTEL BLOCKn 1 x 8 P.T. @ S.G.D. „ O.M. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 " AND LATH WITH FINISH O.C. E v U c m TO TOP PLATE W[FH (4) 16d TOENAILS PLANS SEE ARCH. '^ SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR- o _ �/ — PLANS SEESSCCHEDULEM� / °� y;� ac �QO NERS FOR NON LOAD N w o 1/2" DRYWALL SEE PLAN FOR HEADER SIZE �", P / n If a v \ \ BEARING SIDES NAILED °0 g� w/ 16d NAILS @ 8" O.C. ] �p pyN \ p° P p/ F C) IOVY J� �Y 15/32" OSB EXPOSURE 1 ON O\\Ap \\ .°� Qo / _ C Q m o m 0411111 OPTION' H. 1/2" X 8" )-BOLTS \ / m DAMS HOMES MAXIMUM OF 3 - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED, SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. r e' r \ / (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. / 2 ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r1 CMU BASE FILLED w SIDE w/2" WASHERS \ / / CONIC NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 4V MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP.) W/ (4) VERTICAL RENF w/ ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC3330146 CONIC. ALL LOCATIONS SHOWN ON FOUNDATION PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN u &FLOOR PLANS _ RC`, /�p�, REVIEWED Y'EWED-'tii �'1 GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN LOCATION u v CODE COMPLIANCEv DIVISION LOCATION: WOOD EXTERIOR WOOD " € WALLS, IF E IFUL OPENINGS ARE INDICATED, FULL SIMPSON LSTA30 SEE FLOOR PLAN ST. LUCIE COLIImIT°rs� ,� w/11-10tl TO BEAM FOR BEAM SPEC, v PORT ST. LUCIE STUDS ARE REQUIRtD). & TO FRAME BELOW BOCC ow VI Job Information: NOTE; 44" MAX. SAL MGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW m WINDOW STOOL , W/ SCREEN_ CEMENTSTIOLIS DECORATIVE PER SPECS n PRECAST CONIC SILL i i - of FINISH 7/8" THICK PER ASTM ' o C-926-98A N PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM EXTERIOR FINISH- , 1/2" DRYWALL MORE INFORMATION). SEE TBI3 ON SHEET 6 SUBMITTED WITH PERMIT J (SEE ELEVATIONS) s FOR NAILING INFORMATION FOR APPLICATION , n z a R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC P.T 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25' FILE COPY a }; m M AND ENERGY FORM SUBMITTED BASE NAILER EXTEND (ACI 530) ABOVE .. M w/ 1/2 x 8 A.B. OR 1/2" x 8" TITEN WITH PERMIT APPLICATION ( HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN 3 2x4 W/10-SOd TO COLUMN ( ) E Q ru m D- N I/+ WOOD BASE MIN. 6" FROM END - SEE WS07 —� FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR POST OR 4x4 POST w/ 2x4 UNDER o i'a 7 Z chi" 3 � y SEE FOUNDATION PLAN SLAB INFORMATION EACH END OF BEAM U m EL FOR SLAB INFORMATION TOP OF SLAB - — _ TOP OF SLAB — - - N OTE' ' 1 2 X 4 P T PLATE 2 ZD M O a * " BOTTOM STRAPS MUST BE s m LU V) LL 60 00 INSTALLED ON INSIDE OF _I ~ ' GRADE GRAB COLUMN. DO NOT BEND VT Model Name /Number: STRAPS UNDER PLATE. CLEAN ;' ", 3 w SEE PLAN FOR PLACE STRAPS IN FILL 1485 COMPACTED d RE -BAR QUANTITIES CELLS w/#5REBAR •.•� Ir e; (TYP.)4 COURSE HIGH CMU BASE •,',�, FILL .? .:"'' mC7 , m,• J,. - FILLED w/ CONC - SEE PLAN FOR g ♦ Plan Issue Date: Tuesday, April 28, 2020 „ r• " SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN. SEE PLAN SEE FOUNDATION 2'-0" AFF ♦ PROJECT 16" FOR FTG REQUIREMENTS PLAN w KA NUMBER: 20-3043 v Y WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'A" NOTE: DETAIL CD21 / 6 2 MAY BE SUBSITl1TED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o a T a Sheet: �-� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" 1'-0- CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE NT'S- TYPICAL FRAMING DETAILS PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING B" ` 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD A! EDGE & 6" O.C. FIELD RUN PER PLAN � FULL SHEET FROM 2x4 BEYOND AGAINST 2x 8 STUDS ` BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �` TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. STANDARD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END \\ I (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING �� I�` TOP PLATE W 8d 21 2" x 0.131 NAILS (BIM. w/ 2x6 NOTRE WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION ` ` O Z I PIPE OR DUCT w/ OUBLE 12d + +I u'g PENETRATION THRU TOP SPLICE 1+ r>z TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d 2X TOP PLATE TO O 3 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d SIMPSON PSPN5162 NAILS @ 6" O.C. a w/ (12) 16d NAILS TYP. "4f I TOP & BOTT. _ _ _ _ _ LL NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS + +I + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TOP PLATE W Ed 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 I FALSE BEAM AT GABLE END N.T.S. m � W m 1" +'n" 145 (2) 2 x 4 LAMI NATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE( (D - 0-162", Ln 3l/2") OR EQUAL (D = 0.162". L= 3.1/2") OR EQUAL LCENF NAILS ARE DRIVEN FROM 3) FOR 4{'LY, PROVIDE I/4'DIA. x51/2"LAC OPPOSITE SI DES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PM2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �i "; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 W%"' JACKS KINGS JACKS SIZE EA END EA END EA END LESS THAN 4' 1 2) (1) >4' BUT <9' (2) (T (2) 10'-0" - 16 3 4 3 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * *HOLD DOWN CONNEcnONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 518" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WFO9 WALL HEADER DETAIL N.T.S. REVIEWED 1*0 CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 0 E E Apgxg�Iy_ C I ECwg W m N m .�.--II J# # ##J 9 aNN i LL LL O m a •8pg Id W�`mq a m o sa-9=1y €' IL ZN Em m '$A ®N 10-9 O 07 gam. Z o r 5 4 nWW`W.FDSEAG.COM WZ m Z � om Z m 4�Z� Q J � (D MIL A d � Y za �Q) ■�/�/�■■■■ J1■! 1 o E C) w O sE'ILn c m (.% N E w O O 0 a mom a;m ® r%A MCZ Ll0%M ICC FLORIDA CONTRACTORS LICENSE NO. CRCi330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jobinformation: rro O z0) 2,00) w \ 04 N1 M W a m Oj / LA > N z � �m0a Q J W ZD m o JmU)(1) LD LL ♦ Model Name / Number: 1485 ♦ Plan Issue Date: Tuesday, April 28, 2020 VI KA PROJECT NUMBER: 20-3043 Sheet: S /3 Of: TYPICAL WALL DETAILS ' *DIAGONAL SPACED AT 20'-0" O.C. MAX "1' SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2X OUT LOOK RAFTERS FOR OVERHANG GREATER THAN `� 1. TO BE LESS THAN �""� 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR -�' l'-!J �`�� • ' OR EQUAL TO 450 _ C.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. F MINIMUM 2"x4" -" - 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING T --' "A 2x4 SYP BLOCKING SHEATHING, SEE T013 FOR SPECIFICATIONS (SEE PLAN FOR -. - " BETWEEN TRUSSES @ 48" SYP FOR LOCATION) ,.-. ' , BLOCKING O.C. MAX. FASTEN TO EA. 2x4 L BRACE TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. 2x6 SYP L BRACE FOR '.. 2x4 SYP CROSS BRACEF APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. -- THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE W 3-12d @ EACH FEND & @ 12d NAILS @ 4" D.C. " CROSSING AT 45 ANGLE, GABLE TRUSS (NOT RE WHEN GABLE IS1 - "+ 4'-1" OR SHORTER) FASTEN (1) SIM ON HGJ2" LONG 2x4 #2 SYP BLOCK AT 4'- ' CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROACE LOCATION. FASTEN TO 8 TRUSS BAYS (8%0") NAILED DIAGONAL BRACE TOLL PLATE w/ 10d @ 3" O.C. (3) 12d - W/ 3-12d TO CHORD (MIN BLOCK/PLATENAIL GABLE TRUSS �TO PER JOINT 1ST 4 BAYS) TOP PLATE w/ ' 16d NAILS @ 4" O.C. m CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE1/2"x8" ANCHOR BOLT 4 BAYSAl 9? NAIL OVER X-BRACE AS SHOWN- 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL„ o w/ (3) 12d@ EACH TRUSS WEB WN ry❑ Q NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 I T013 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON H8 w/ PLAN. ,`, 3 m TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-1odX11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" D.C. w/ 8 1/4"x11/2" TOENAILS ' NT' LTTTfi PROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d NAIL TOP OF END TO TOP PLATE / BEAM $ 3 °O s BOA . RRFS''s®�' CENTER LINE OF HIP/RIDGE, TAP. TO GABLE TRUSS w. 2-12d US FRAMED WALL OR BEAM , E BETWEEN TRUSSES W/ (2) 12D AND 1-SIMPSON HS w/ BELOW, SEE PLAN. 10d x 1 1/2" NAILS c '� QP•G�tA •,• sus NAILS EACH END TO TRUSS TOP Q61N ,•� CHORD @ WOOD FRAMED WALL @ DUTCH GABLE a O cli CIF Z N A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.T.S. a ' 3'• WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP _�`'•� A TRUCTURAL ....... -- -- PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SVP 112 j TOP CHORD WHEN REQ'D NAIL TO TOP CHORD d r TO PREVENT SHEATHING ACK "" OF HIPPED TRUSS W/ v SPAN FROM EXCEEDING RUSSE P 12d NAILS @ 6" O.C. — MAX 24" SPAN (EITHER T '. SIDE OR BOTH IF REQ'D) \G. m a (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR It 8 _ m Ip cy SHEATHING SEE " SPACED AT 10'-0" MAX SYP TRUSS BRACING E PLAN I— c yy Q Q§ a x M v 2X4 BLOCKING mg 11 oqm LL P "' BETWEEN TRUSSES HIP TRUSS ��mg m R�SM� a c��-r n SECT, A -A � y �k�s�m a�ri�E auiw aaM% o TB03 DETAIL N.rs. TB04 BRACING N.rs.Of HIP /RIDGE BLOCKING TRUSS OVERLAP DETAIL (TYP) m o m m m L E d O N C a2B�m W UF� yr c.�a WVwI.R]BENG.COM ❑ ❑ ❑ Z V 0 TRUSS NOTES: N ns c z v Z _° Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 ns m (TRUSS PLATE INSTFTUTE) NOTE THAT THE COMBINED WIND AREA 15 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND p- BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z 6 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY '3 g (� ( CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT a EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL _ �p a LATERAL BRACING SPECIFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM. 'm E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4- ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E w p V@4' ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. m D' 0]1,77 5- PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 4\� Ln SEE TYP. TRUSS BLOCKING DETAILS /,/O SHEATHING i U BwE w 000 c o _ {� m 'INS,5 3 TO 4 TRUSS x4 AS SHONATEWN b U mo'�y' o, TRUSS SPACES DIR�ALTECTION a .N RUE DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE W/ TOP &BOTTOM OF TRUSS (2)-1 NAILS HC R/ D OR HCLR/LL IN PLACE OF (4) 10D SECTION TO EA TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0" 88 p FLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN WBDOUBLE LE TOP SEE STRUCTURAL NOTES AND NAILING " GULFBREEZE FLORIDA 32563 PR6ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2xSTUD WALL VARIES w/ ROOF REVIEWED FOR IE SLOPE ' PORT ST. LUCIE SEE PLAN CODECOMPLIA,inIC z CONV. FRAMED RIDGE BE NAILED w/ MIN, VERTICAL SCAB 2X642 \ \\Y \ SPFN ST" LUCRE COUNTY �' Job information: (4) 12d WHEN IT LANDS NEXT TO PPE-ENG. TRUSS SPF 4W O.C. W/ (4) 12d BETWEE2X4 TRUSSES \ \ BETWEEN TRUSSES / / 2x$ BELLING. NAILED 0 EACH TOP &BOTTOM OR H5 OR \ @ 48" O.C. MAX.. / BOCC SIDE w/ (3) 12tl NAILS WHEN REQUIRE IN PLACE (4) 12d \ \ / / R e REQUIRED w/ (2) MT512'S REQUIRED RAFTERS GREATER \ \ THAN 8'-0" 2x4 SPF BRACE \ M \ @ 48" O.C. - NAIL w/(4) / o COLLAR TIE \ \ 12d AT EACH END & M SHEATH! RAFTER Td \ \ ALTERNATE DIRECTION \ \ O p 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY 7 C B TB 2X4 SPF W/ (2) #7x31/2" / / TRUSSES <` �.i I j O ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN - _( - 1 1 ■ • • N In BLOCKING / / t i 1 Lt F� I` i M PRE-ENG. TRUSS \ / / V V o r 2 STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / ',� ?� V SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ m U W tT CL 2X4 P.T. BLOCKING BETWEEN a (USP MP4) @ p —1 w CO o Lc) TRUSSES W/ (2)-12d NAILS CO DIAGONAL WOOD 2X8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / I n ' n u" J CO v / 4' AT 8'U" EACH END TRUSS MAX 2x6 RAFTERS @ 2'-O"O.C. \ n /2X4 SPF BLOCKING BETWEEN TRUSSES NModel MAX. w/ (3) 12tl COMMON K \/ @ 24" O.C. MAX.w/ � 9 Name / Number: WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 Fr 0 2 -O" 0 0. MAX W / (3) 10D / \ / , ,\ (3)12d EA. END (TYP.) SEE PLAN CONC. MASONRY N 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM rn � Plan Issue Date: i & B CHORD GEARING SUPPORT 1/2" Tuesday, April 28, zozo TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING SPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING m 20-3043 INFORMATION m 2x4 S.Y.P. a Sheet: SA Of: @ 16" O.C. __TN.T.S. T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N,r•s• TB15 EXTERIOR NON BEARING WALL DETAIL ROOF FRAMING a 0 AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma•Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. OmcW a a A°<o s p, as K44%�s 4y sM Rake Metal Edge --HA^ Saes 7" places iD use In Sth(sH% ��\f�ii\II�II!�■� NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. peso Umda A" 4ao ;o`d SHOO O°uH°G 25F 3' 6" 6' 3" 3„ 3,1 6n "------ 3n t3" valley cancer" 6" _I 6" 6" — 6" 6 3m _ tf 6" SHINGLE INSTALLATION GUIDE ]SPACE EVENLY SPACE EVENLY ROOF CRICKET: — — — — MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY i TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETHER. WALL FINISH AND EXTENDING A MINIMUM Ore" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES 6" X 6" H GALV. — FLASHING CUNT . 0 6„ 6" 6hH 6m 6"6r1 —,. I I I L L 13" �Hl I I I I I Iinn FLASHING DETAILS L9 I 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3' 3" 3m 3D 3" 3„ III III f I E 3" 16e n 3 3" 3" 3m LEE- 6n DOUBLE DOOR W/ SIDELITES 6" ;PACE :VENLY i" 6 SINGLE DOOR W/ SIDELITES LOCATION OF BARRIER TO BE 1'-000 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE, TOP OF SLAB 00 Z I Ill -li °I v a d vl 16" MIN. DIAMETER ! CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 5„ SPACE EVENLY 6" HORIZ..I NOTE: THIS DETAIL IS REQUIRED FusHlNc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET Z 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" "^t x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY A' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS W/ WINDOW NIANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS :SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHIIV& EXTERIOR FINISH BY OTHERS c: O.A. WINWW HEIGHT ExT€RIgR R 2112' MIN. EMBEDMENT ---+3 WOOD 6GREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE R905.2.9.5 DRIP EDGE. PROVIDE map W01, AI tiAVL9 ANU WsUAS OF SHINGLE ROOFS, OVERLAP TO (X A MINMUM OF 3In pecM1. GVE DRIP EDGES SF AIL EMEND 4 h BELOW SHEATHING AND EMEND EACH ON THE ROOF A MINIMUM OF 2in. DRIP EDGE AT EAVES SHALL BE PERMITTED TO SE NSTALLED EITHER (A R OR UNJFR THE UNOEFLAYMENT. IF INSTALLED OVER THE ONOERLAYMENi, THERE SHALL BE A MINIMUM 4In WIDTH OF PLOT CEMENT INSTALUSD OVsR IHE WHIP ELKsE KANGE. UHIP EDGE SHALL BE MECHANICALLY FASTENED A MAXWUM OF 12111 ON CENTER. WHERE THE Vasil AS DETERMINED IN AOWBANCE W17H SECTION 11301.2.13 S ill] MPH 1177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET U0,058 mmlDRIP. EDGES SHALL BE MFCHA610N.I Y FASTENED A iaWUM DF 41NCHES all cwheR Magnum Finds"' Spacing (iambs, Head and Si II) 4' W A" A 4" Sams Mop dog FIr-- anterior f9XEdl VILLA V*KbN 1 of 11 Wall Framing; #2 Spruse/Nne/FI or e Slltcone #loxi-112" Sam Mnimum PenetrAUon t-31B" C moss Secbon View Exterior Sheathing nnite theGtoc'rsfrom scratcT,ee-andaftercarnage until cunsuv,U, is[mnplete Step 1 Mem me to be we the opening is 3/8" to 1/2" larger then the window sine both vert ally and horhmtally. • You may wish to pre -drill USE Installation toles M the fin M ups time. .file haVa'in Me An as lineyars, arX Step 2 Apply a generous bead of silkne 0 to batkdde of III mounting fin. Use enough slicane 0 wAldenpy fill all voids ban~ the fin and the wall stilluthugg. Sep 3 hurt the window into die opening from the outside. The sand w is labeled "India" and *oddtld, but If labels have been Samoyed, the glazing bead Should atsays be to she Melia of the building. Sep 4 Install shams under the sill, adjusting than unU the unit Is Dumb In the opening. Elms should be i suged ul the Of every 2 W. The window should be lunically centered In the opening will me more than 4" gap bMwewh the winnow and wall firanning. RT 6 Instant a#10X 1-Ir scri frwniheotlmerofthefin ateaclh end tithe head, sal and botlijambs. Step 6 Ineah are remaining fasteners In r Increments from the comer strews tome century of each frame member. Use ore no to Over- . tighten the stews and pull them through the fin. Also, make sue the screws go in straight and do not muse the home In bow. Wall ham" SIOM be I, mnimumOf#2 SpmccTimUFir Fashenasshould be #10 screws of sufficient hinfilln W achieve 1.3/8" penetration Into the wag and GO Im t en 112" ham edge of framing. Pastimes, quantities needed in eadh side of frame to achieve 8'soacino Step li If desked, a foam insulation on be applied to the interior gap between the window and wall framing. It applied, DXsmust tie Be NON EXPANDING HYPE FOAM. Step 9 Since these windows are tvyicelly used M rooms yeah high mashie, le; baUhroome, It is recommended that me Interior gap beween the window and wall framing also be seated with silicone Ord tooled m as no to Interfere wth the installation of wallboard, file or trim. Step 10 Once all constnadn is rORNOWS, remove me bubble wrap from the Inside and outside of the window, a necessary, dean the blocs s sells mild detergelitandwarm waea uskw a sit cloth. Failure to follow these procedures will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: I Building Permit: Product Design Pressures Manufacture Model # Attachment A royal # pp Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006A R-10 7 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS - Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1R-1 i I ProductsInc'. "Offnedavent" I ROOFING UNDERLAYMENT: 1St Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 I INDU T I S INC #30 ASP SATURA ORGANIC T ATTACHED IN ACCORDANCE WITH R905.1.1 I FL1 7206.1 2nd Choice Overhead Garage Doors: ; 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 i 2nd Choice +30.0/-32.0 CLOPAY 8 W6 FL15279.36 Swing Doors: 1st Choice +67 0 /-67.0 THERMA TRU-CORP. RG S 0 GLAZED INSWING 3/1-X3- TAPCONS MINATTACHMENTTOB TOP &BOTTOM OF INTERSECTIONS AND " O.C.OTHEREAFTER.THE DOOR FRAME SHALL FL20461.1 i 2nd Choice +67.0/-67.0 THEIRERMA TRU�ORP. FLUSHL20461.19 ' FIBERG LASS DOOR OUTSWING ATTACHED BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 e TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 'a THEREAFTER. TYPICAL ALL 4 SIDES) i Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11/G" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MAT[pyy��/ I TMVI FL20403.17 a N.A. 2nd ChoiceN.A. SHALL BE BEYOND WALL DRESSING Windows: MODE CCU?PI 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TARCQ IL 17676.1 R9 SingleHung (fin) ANCHOR WITH MIN. 1 A EMBED. TO ALL FACTORY DESIGNATIONS WnH`A- HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS no cucFlnlFMr imJ Tn oovi nnD n A1 cr°aA,cA.m,„ ., Am -< +401-50 MI WINDOWS ,.,__,_,..__s____, 3540 SERIES r Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO I 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVI M-1926 Horizontal MINIMUM EMBEDMENT WITH I- MINIMUM EMBEDMENT WITH 7 I 1Vlulllon EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11.b" EMBED. TO ALL FACTORY DESIGNATION: 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOUL BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PRO\ 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" D.C. IN 1st Choice sro In EOFFIT VINYL DIR TION OF SOFFIT LENGTH Hurricane Panels: 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/POWERS .CALK4N I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 5612C, Name: TODD M. BORN Certification Number: Fl. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 > aft m 0 •7 A ailN AD as FQQ V °0000 i r02 (t c*i�HYIm ri IJi tin p D^c v Also 0. ¢ gg€ LL e" a� a w !ec2� m UrJ °$ WWW.FOSFN%oOM ❑ ❑ r � N Z C9 1 Zen � r � ¢ _ J � a ILL s I z o �� (9 4�4-J w. f>3 C) E i o. W iO c m to men f0 '— b0to i w o`re o o Soo tip tl ¢40 mdo0 v DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: a dZ m m e N E M C 04 @ y N 1n a. J E FL 18504.1 MUM FL 15804.2 FL18644.3R-3 0 W Jm(n(n � VI Model Name/ Number: FL16503.4 R-3 1485 s VI Plan Issue Date: Tuesday, April 28, 2020 FL16293.1 v Y ♦ KA PROJECT NUMBER: 20-3043 T n 0 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /� FOLD UP WEATHER NECESSARY IN CORNERS THROUGH - / RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS RESISISTR /-WEATHER DOOR ROUGH OPENING WINDOW UNIT TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior / BARRIER wall envelope shall Include flashing as described In Section R703.4. A water-raslstive barter la described as a BARRIER WOOD FRAME FLASHING SLOPE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in covering from further intruding into the exterior wall assembly. An exterior wall covering Is described as a material or SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls or the purpose of providing a weather -resistive OVER RIM JOIST AND UP TUP HRESHOLD S DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 6IN. OR L USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. oR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water resistive barrier. One layer of No.15 asphalt lair, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING /� EXTERIOR for Type 1 fe@ or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wails. Such BARRIER TIVE / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer riot less than 2 Inches c BARRIER SEAL TOPS OF JOISTS f( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (SI MM). Where joints occur, felt $hall be lopped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR (SEE DETAIL WP07) shall be continuous to the top of walla and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. 1O SELF -ADHERED FLASHING ss HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based Q P temporarily Detail InStl'U CtIOII$ sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at oast equivalent to two layers of 1. Cut, fold u &tam made secure weather RIM JOIST Grade D ye resistive barrier above header to allow for fleshing installation paper. The Individual layers shall be Installed Independently such that each layer provides a separate 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 2. resistive bad flashing plus Head bashing under weather numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier �� BUILDING 3. Fold weather resistive barter back over head bashing and PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is ° o )U( 2. Install flashing and weather resistive barrier to form water sheddinglaps or applied over sheathing has a water resistance equal to 0 sea wi tape 2 2 p greater then that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially, O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, SELF -ADHERED FLASHING scale: Nrs embedded in the adhesive layer) for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingo•fashion In a manner to entry F. FLANGED WINDOW W Pof U SELF -ADHERED FLASHING \ n,P02 SELF -ADHERED FLASHING ` A , ^O� y j water Into the wall cavity or penetration of water to the building structural frame components. Self -adhered membranes FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER tf r Y V VVr scoria cuts es framing P EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER g used as flashing shell comply with AAMA 711. All exterior leneetretion products shall be seated at the juncture with the % 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint � adhere to substrate using a square piece of flashing material (6" x 6" expansion xpoFlula ion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealarrt. °X EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum)pplied membranes used as flashing in anterior walls shall comply with AAMA 714. The flashingShell extend t0 the EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: m ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 6. Fold as Shown by arrows f; THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the Flashing accordingly to fit 1 Exterior wall finish or toow and thewatopenings. e resistive barriehing at r�complying rldowith See 703'2toSobsequeM drainage.rface Of the mt�R 7s�� REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPO7) tight to Garner LETTER ON CHEMICAL Mechnioally attached flexible flashings shall comply with AAMA 712. Flashing ��� E ES COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following; get exterior window and door openings `� Q�.G� SE'. o� E v 1$gA '• it O RELEASE PAPER SELF ADHERED SELF ADHERED FLASHING, ! �`e I6EFORE FOLDING, SCORE 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the = --I •• Cto CL p FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TOEXPOSE fenestration manufacturer's Instructions, In accordance with the flashng manufacturer's Instructions. Where c_ # : W = N ng shall be Installed at the sill of exterior window and 4( ipF : ;• L ale VERTICALLY FROM ADHESIVE Ass6owW flashing instructions or details are not provided, pan flash) ° PEE Q.. � � N THRESBOTTOHOLD door openings. Pan flashing shall be Sealed or sloped in such a manner as to direct water to the surface of the r +• _ s MECHANICALLY FASTEN AS exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shell s : -O�'• 6 'D Incorporate flashing or protection at the head and sides. '�✓'¢p F O Q��.w� Q SECTION -A NECESSARY IN CORNERS THROUGH o. r' A. ••., (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design c h S$ QN cv m S gn professional. , r�rrU mit� ♦ a SELF -ADHERED 1.3. In accordance with other approved methods. FLASHING OQ /�Aj (� 3-4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or l✓^� v 2 FMA/AAMA/WDMA 400. I SELF -ADHERED FLASHING 2. At the Intersection of Chimneys or other masonry construction With from or BtOCCO Wd115, with projecting lips On bath sides under stucco copings. $ NAILING FLANGE 1J O 4 DO NOT FLASH OVER SEAL TOPS OF JOISTS 3. Under and at the ends of masonry, wood or metal copings and slits, 2 t UNDER DECKING 6 m BOTTOM NAILING 8 4. Continuous) above all projecting Wood trim. E s m S m FLANGE (SEE DETAIL WP07) 2 Y P Je g 7 5. Where exterior porches, decks or stairs attach to a wall or floor _ m assembly of wood -frame construction. � � � ro SELF -ADHERED FLASHING W P� A SELF -ADHERED FLASHING , w ,^ O 6. At wall and roof intersections. P� F M N °D HALF ROUND WINDOW V V `'F VV F'+ a � Q � EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 1WP06 a e -+ 4* � 4t INSIDE CORNER 7- At built-in gutters. SELF -ADHERED FLASHING w y DECK PROTECTOR SHEATHING +,..,,J� g gar 2�%4a 3 o • 6. yea ) Wcm I' m m o -- 7/8"Cement Plaster Y d: s 2 m 1 7/8" Cement Plaster _ a d ----_-----_- � maccordance with saes � J o o. ace1' in accordance with e ti a o i = o In SELF -ADHERED >"*. ASTMC926 $ @ o 2 < O O ASTMC926s O FLASHING PATCH , a ° www,FDSENG.COM ❑ 110 Felt backed metal SELF -ADHERED FLASHING lathe in accordance Felt backed metal lathe in accordance " M DECK PROTECTOR - i (9 r with ASTMC1063 0 x'• with ASTMC1063 N N ? o V Building Paper ° �i/ z Building Paper y Z t a c ¢ 7/16" O.S.B. 7/16" O.S.B. `o DOU SINGLE JOSBLE ,.4' Ill lie. �i �'�� sheathing %, sheathing a ,p y - s JOIST SELF-ADHERESELF-ADHERED FLASHING ' Metal Keep top edge �° Z - c V) CO < D FLASHING � g .,. Of weep screed Flashing ° 2" below top ofa w } 3" MIN 2 _ 3 1/2" block 'v •(� O E Unperforated O4 Flange 7/8" Vulcum E �0 L 2 5 Weep Screed caulk bottom \ / U-) Z m M joint only a t� Um Maintain SELF -ADHERED FLASHING Bottom of Metal Flashing o g ( >' FWPO SELF -ADHERED FLASHING \ p (n O n APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN /1 / ^O Wee Screed 3-1/T' Unperforated o ill \H0.8362x;DECK JOIST OUTSIDE CORNER VVr a ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V y P VM p 1 1/2" to 2" Flange 7J8" Weep Screed O M o J INSTALLATION OF THE BUCK/RECEPTOR. Above Roof c s Sheathing 1/2"Cementhious .N ¢ m o o 940 Decorative Finish ® DAMS HOMES EXTERIOR ° ' °'°• All inside and c CEMT. FIN. WINDOW UNIT ° Outside corner will .p FLORIDA CONTRACTORS LICENSE NO. CRC1330146 need to be miter v 3000 GULFBREEZE PARKWAY BUILDING PAPER Cement Plaster cut and caulked all h GULFBREEZE FLORIDA 32563 SLOPE in accordance butt joints need to r SLOPE 0.3 in: 12.0 in SLOPE with ASTMC926 ° ` becaulked using v 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in :12.0 in over wood 2nd VLUI�lNurp3caul)c for,ah � DIVISION LOCATION: (0.6 cm: 30.5 cm) (0.6cm:30.5cm) floor �G�$b"`cevmre �'' : PORT ST. LUCIE CAE �O�"`iIT� � lob Information: SELF -ADHERED FLASHING BOCC WIRE LATH .c SELF -ADHERED FLASHING ~ - EXTERIOR m BUILDING PAPER CEMT. FIN. M OWIRE LATH v SELF -ADHERED FLASHING 1/2" Cement Plaster Finish a Z Ln WIRE LATH Block IN / bffors�tel to LU v w m BUILDING PAPER BUILDING PAPER ' `0 Flange 1/2" Weep > N ro y Cement b. Screed o , , 3 Plaster m > ) over block _ h-�Um WINDOW UNIT EXTERIOR 1atfloor o O -J W Z:) CEMT. FIN. J m con Con Install bottom Slab edge Of weep °VI Model Name/ Number: screed 1" below 1485 finish floor 0 8 Plan Issue Date: 2 2 OPTIONAL DETAIL Tuesday, April 28, 2020 3 O Note: KA PROJECT NUMBER: The building paper and metal lath 20-3043 Y SELF -ADHERED FLASHING \/� /� O SELF -ADHERED FLASHING , A'^ SELF -ADHERED FLASHING must be installed over the top of WEEP SCREED DETAIL Sheet: �� Of: CEMT. FINISH WINDOW HEAD V V CEMT. FINISH WINDOW SILL VVr CEMT. FINISH PARAPET WALL 11 wPj2Lthe weep screed. SCALE: NOT TO SCALE N WATER PROOF DETAILS Air CaIcs, LL` 7550 H i Wen Hammock Ln Ve o Beaci FL32966 Pl- � '. 772800,8413 vickilyr aircalcs,ccm -qom s r. m C m < M 6 Ci o o ,Scale-1 : r'T;" Page 1 Right-SukeO Universal 2019 19.0.19 RSU27054 2020-Jun-1517:58:32 15339 Vespera St Ad a ms Ho mes ru p