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TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS i/�Jlii": rJ CAST IN PLACE CONCRETE R31s.1 CODE CRITERIA SHT NO: TITLE ELIDING SOIL APPLIED PESTICIDES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INC BAITING 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. 596 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL CODE 6TH EDITION PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1", AND HAVE 2 TO 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. WAY. FLORIDA FIRE PREVENTION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) REGISTERED TERMITICIDE). UPON COMPLETION OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH 25" LAP PROVIDED EACH U.N.O. NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCRCh. 3443 CERTIFICATE CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM SHALL CONFORM TO ASTM A-1084A/ A1064M. WWF SHALL BE LAPPED AT LEAST B" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES D LAWS ESTABLISHED. BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED WIRE FABRIC THE 6", OR POLYPROPYLENES FIBERS FOR SLABS ON GRADE TO BE MIN .75 LISS OF FIBER PER CUBIC YARD. . AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS. FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR. MASONRY STRUCTURES - (ACI 530.13) '� 6. ALL REINFORCING STEEL / STIRRUPS A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL', BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTIONMANUAL 2015 EDITION OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION 1. METHOD PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE 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 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THEE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 3. BORATE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C901014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES. R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTIM C 1063 AND THE STRENGTH OF 1900 PSI if m = 1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. DEFLECTION CRITERIA PROVISIONS OF THIS CODE. - 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMEN I S: >; ExppNDEO METAL OR ENTS SHALL BE OF CORROSION RESISTANT MATERIAL. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR LOFT, ROOF RAFTERS LL/180 TL/120 L ATI, AND LATH ATTACHE WOMEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH + -1/2" LONG. 11 GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) ** LL/360. LL TL/240 TL/240 7/7 a" HEAD, OR 7/8" LDNG, 16 GAGE STAPLES. SPACED NOT MORE THAN B INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS FLOORFJOIST*** /360 LL/480 TL/240 AND HORIZONTALLY (HER 2017 FRC R703.7 11. 7. GROUT STOPS $HALL BE PROVIDED BELOW BOND BEAM, PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE. ROW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" R703.7.2 PLASTER. 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE.: 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING R703.7.3 WATER-RESISTNE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) ROOF (PSF) ROOF (PSF R OF PS 0 ( F) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 LAYERS SHALL BE INSTALLED PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD OL 7 7 15 25 LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 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 BOTTOM CHORD LL* 0 0 0 0 1. 2. ONE LAYER OFAN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I- DUI. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 SO 10 SO TOTAL (PSF) 37 37 45 55 SYNTHETIC HOUSE WRAP. 3. ANY WOOD SHIELDS. ALL HOLES OVER 1 IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. - WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE. FOLLOWING MIN. VALUES U.N.O. - NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. •WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME - -V5 LAYUP 1.7E Fb=2400 PSI MIN. PARALLAM COLUMNS: 1.8E Fq = 2400P51 MICROLAM (LVL) BEAMS: 2.0E Fb- 2600 PSI GLULAM BEAMS: SP/SP 24F SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS 9. ROOF DECK: PLYWOOD GC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH RTO EXTERIOR WALL FACE, FLUSH E GENERAL FLOOR LOADING • AT BUILT-IN GUTTERS, WALL SHEATHING: 7/16". STRUCTURAL I OSB EXPOSURE 1 OR 15/32' RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY. B. BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/• 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 1FT, AND FOR 2 STORY HOME IS 3OFT 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 FEES (+) VALUE DENOTES PRESSURE (•) VALUE DENOTES SUCTION DIAGRAM AREA 4 O 5 O (+) 27.6 (+) 27.6 10 (-) 29.9 O 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O O 50 (+) 24.8 (+) 24.8 (-) 271 (-) 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 . DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" 16'-0" x 7`-0" 1-) 51.3 (+) 24.3 (+) 233 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND 3OURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN v S-2 DETAILS v S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET € WP WATERPROOFING DETAILS i 3 m - d 5 t 0%jil Fill), c ��.`eQ�•�` SE E, G m = N0 0 Y 'Y•'- LOP.. o' 2 LL a v m a 0 c E 0 g o '000 W w W NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSFI SEE FLOOR PLAN FOR ACTUAL PRESSURES m� 0032 PRE ENGINEERED WOOD TRUSSES BOTTOM crloRODL 5(psrT �Iw m s"u5 =w o. 2 w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PERw ®_ d. ¢ M"- STRUCTURAL PLAN ��$' QFo 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING w g Id U9 g W m m ° -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. IL d 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: °- WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ,°d Z S o J 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) IN 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) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES P i°-� � ww,v.rose+6.carvi ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF @ 7. _PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 1.50 (PSF) z f Of z o S SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ®HAND RAILS (d) 200 (PSF)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) c 4 ii ` M. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF). y SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, SLEEPING ROOM 30 (PSF) 8 e - STAIRS 40 (PSF) m UPLIFT CONNECTORS _ FOOT NOTES Z ~ . • d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E �///��� 1jU o 2 MORE INFO. S �.i/ o c 2 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: wva��sss� 1. M/ISSED "1' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH i 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these e w t o H 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 Licensedm 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 U Fz m DIAMETER HOLE 6° DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED.too 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" 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 �, ® a <v o °° INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to ' DAMS HOMES 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. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE. RESPONSIBLE IN ANY MANNER F69 CONTROL OF THE construction. All construction MUST be in accordance to the c TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the m 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) A x 2'A" TrTENS TO Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 MASONRY AND 7 10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Man m (} alter immediately. r/ nginee with u will dv considered ; 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W/ (4) 1J4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TfTENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER forrelmbursement by the Designer/Engineer without advanced O PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT; OR AFTER notification and approval by the Designer/Engineer. a GULFBREEZE, FLORIDA 325�i3 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. m NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement. € MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. 16d x 2A/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. o 6 �% Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. c REVIEWED FOR MASTER REVISIONS CODE COMPLIANCE v DATE LUCIE COUNTY ATE DESCRIPTION BOCC W � DAMS FHOMESo Of Northwest Florida® ��� \`J M � N _ _JlLjD cc M to to FILE COPY 00 N N flModel Name /Number: 000 GUU L FBREEZZE PARKWAY GULFBR EZE9 FLOR A 32563 9 1780 Plan Issue Date: Friday, September 25, 2020 RECEIVED g V1 KA PROJECT NUMBER: d OCTMODE�L 178() 2 7 2020 20-6601 .$ Sheet: Of: ST. Lucie County, Permitting c N COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN aD Z o N 16" (2) #5 REBAR (*)SLOPE MAY VARY 24" MAXIMUM DEPTH. , IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR VARIES MASONRY 0ELEV. 0'-0" F.F_ ` •— - - — „ W/(1)-#5BAR CONIT. F � r E 2 STORY: 20" X 20' REINF. cCv ( W/ (3) #5 CONT. SEE PLAN (2) # 5 REBAR FMO1 I SINGLE STORY FTG 1 1/2" =1'-0" 1 FM02 I SECTION @ GARAGE 1 1/2" = r'-o" REINF. SEE PLAN F.F. n n OD 8 (1) #5 REBAR CONT. FM03 ITHICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE - 4 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x ERG. WALL 2 STORY: 20' X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) Ij • REBAR FM11 1 STEP DOWN BRIG. SEE PLAN Pi 1/2"=1'-O"I FM12 I STEP DOWN NON BRIG. = 1'-0" ) = 1'-O• I 1/2" = 1 SEE PLAN, OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH CURB 0 w TYP. SEC. (1) #5 BAR CONT. - (G.C. VERIFY) Z, - ;o F.F. REINF. �p (SEE PLAN) d - 2 #5 CONT. INSTALL LINING - * .„ w 2 #5 BENT BARS W/ MATERIALS PER (n U) MIN. 25" LAP SPLICE FBGR P2709.2 -... MUDDED FLR. 16" �- SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1•-o" FM18 TYP. STEP FTG. DETAIL 1/2' -1-0" ALTERNATE: REINF. THE REINF BARS SHALL BE GRADE CONTINUOUS AROUND CORNER - #5 CONT REINF. _ SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" o , CORNER BAR ONE FOR EA. HORIZ. P. U.N.O. REBAR,TY iv (2) #5 REBAR > FOR a,- A/C CHASE - 4" PVC SLEEVE 030DE cprboy:�MANCE THRU FOOTING ®,�W/(3) #5 CON INTY 6V L� FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0 FM23 TTYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (11) d 1 STORY d 2 STORY b 1 STORY b 2 STORY I IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2'-0"-3'-4" 10.. 10" 20" 24" W/ (3) #5 BARS 6744 514" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED" EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4.-Q" (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. B RN GRADE. 8" MIN r} TO TOP OF STRIP FTG. - COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) 4 s " COVER d FMASW I STEM WALL SCHEDULE S:F '<'u STg6A •'. 1 O 0 :UJv j ION�� In1Ntt t I g- Ngo 9Y4 ' cpcp JJ 'a�� DS NO`i �L LL li n-i6;95 D: z fflul a gv oQo Q. €"Aq- Waj�m m cm o LL $da. yyfl ggg �_� Li Q C, Q j% 2 Q 0 ,e a5 ❑ ❑ ❑ r 'a WN1j/.F0SE7.G.00W z m Z 0 N Z 'Ea In v/ ) z ti Z � to M w y i U w. 0o c w s 0 ,IF, = N Q N o w Qllli DAM a HOMES r FLORIDACONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: NOTES: `" `� 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL S U m cia W INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM r t- Q J o SPACING STATED IN SCHEDULE '5 J m 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND Model Name / Number: VERT. F.C. ABV. FUN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND u PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO 1 S0 r-SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3.IF STEM IS REQ'D TO ENGINEER OF RECORD PRIOR TO i? #9 BE HIGHER CONTACT I CONSTRUCTION FOR MORE INFORMATION VI Plan SSUe Date: 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK a �.C. FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Friday, September 25, 2020 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'.0" TALL (TYPICAL ALL Ct7RNERS) . KA PROJECT NUMBER: 6.IF STEMWALL IS WITH IN 5'-O" OF POOL OR WATER FEATURE FOUNDATIONS v 20-6601 *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED., 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 1a!" BELOW THE UNDISTURBED GROUND SURFACE. o � w Sheet: 3m.1 VK 1 Of: 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL . SCHEDULES & DETAILS NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL I .HTIN G& RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780 x 3 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 0 2x6 WALL (FLOOR TO CEILING) 2'-8- USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 011 wP INSTALL FAN GFI BOX PREWIRE I I I ' ' Y I I I I 1' I I I I I' I FOR D/W I _- GFI---- GFl DIS 444"���tt--- t�`--- Fl I I I I - ' FOR O HOOD/ I I ; GFI I I I GFI, --———— I I 1 I 1 I I DOOR BELL / VIP GFI i i i i Py INSTA!,L FAN / , BOX,PREWIRE fc I I 1 I I I I I INSTALL FAN I jBOX PREWIRE fc I ntm CM I I ® I ' I w PI l"i-M-1wivir I CHIMES I `\INSTALL FAN I BOX PREWIRE WP GFI f� GFI &G Y GFI I 220 I u \ " GFI AT ` 42" AFF 220 W.H• m� I \ �\ ATTIC EEE6ZRRf y J a �F REQ'D BY CbBE�\ Z 22 \ a W w "aFI AT GFI GFI 42" AFF FOR GARAGE FOR GARAGE DOOR OPENER ------- DOOR OPENER -----------------------------------------------, 4 I I\ I I I I I I I I I I GFI AT I I I 42 AFF I I I I I I I I I I I I I I I I I I I I I I I � I � , I T COACH LIGHT COACH LIGHT — COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELEVATION "A11 ELECTRICAL NOTES, UNLESS OTHERWISE NOTED. 1, ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF B5 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 B'IF THE OUTSIDE EDGE OF 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 FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT 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 GROUND FAULT INTERRUPT 2 DOOR BELL CHIMES F WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOOR BELL ItSPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T,V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING O THERMOSTAT Lu Lu ® BATH FAN O LOW VOLTAGE LIGHTING w BATH FAN W/ LIGHT C INTERCOM SYSTEM Lu GARAGE *riED ® ® L.E.D. DISC LIGHT PUSH BUTIM IE^C�+OU OPTIONAL OVERHEAD SERVICE VERIFYRNAL AMPS NEEDED BOCC SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE •e 200 = 2/0 COPPER OR 4/0 ALUMNI, a IN 2" CONDUIT $ " METER MAIN DISCONNECT in 200AMP A/C DISCONNECT .4' UNDERGROUND n SERVICE BY M POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS o TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER TO RANGE LL a INTERSYSTEM # B TO HVAC BONDING m TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH c b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER OD NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET _ LOCAL CODES AND THE LOCAL POWEF� CO. OD h om rvOD 0 a py`�R5 a a="LLB W two� a a Z�gaa Z � �OENO ��Q C, z� =r J O 2 o IN r '• WWW.FDSwG.COM. ❑ ❑©❑ — W 1j — o • / Z N N s a m N — m z n N //�� a m O Ip DO.) N cd N 7! m m �C o0. aNam aml A\ PIAIYMC uf1ML^4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 0 z 0>� LD LtJ N a Y c M z m � � N a OJMLuz) ti 00 o J co ' ^ J r ^ v J LL Model Name / Number: 1780 VI Plan Issue Date: a Friday, September 25, 2020 m VI KA PROJECT NUMBER: v Y 20-6601 T a sheet: ELECTRICAL PLAN T.O.M. 0 ao HD. HGT. i0 FIN. FLR.--- —'-----'----- '------------ ------ 25 SH 25 SH T.O.M FIN 48" OFF RIDGE VENT 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" Off RIDGE VENT 48" OFF RIDGE VENT I I ^1—t'I- 25 SH 35/2 SH LEFT ELEVATION "A SCALE: 1/4" =1'-0" -- --- --- - T.O.M. HD_HGT. LITE TEXTURED DECORATIVE Q CEMENTITIOUS COATING gp m FLR.-- -- -------------------------- -- FlN_FLR. 25 SH 25 SH 48 Off RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING ILJI 2868 FRENCH DR, 25 SH _ _ _� _ T.O.Ms )N "A" SCALE: 1/4" =1'-O" 25 SH RIGHT ELEVATION "Al". SCALE: 1/4" =1'-O" 6 l FIN._FLR. _ 35/2 SH 35 SH LITE TEXTURED DECORATIVE—� CEMENTITIOUS COATING 35/2 SH 12- SQ = col uMN VENTILATION CALCULATION Formula = 8F / 300 / 2 * 1A4 = net sq inchet: of venting needed equally for intake and exhaust Soffit product provides _ 4.12 net sci in/sf — Ridge vent provides _ 1&OO net sq in / If Off ride vent provides 28.00 net sq in / sf Overhang distance 1.33 ft $F. of Area to be vented (SF) - 2586 s.f. Total. needed for exhaust for upper 1/3 621 netsginches Total needed for intake soffit area, lower) 621 net sq inches Number of Off Ride Vents for u er1/3 needed 4 'LF. of Ridge Vent needed (can be used. in combo with ORV) 34 Lineal Feet of Soffit needed to meet required - 113 :Lineal Feet of Soffit provided by plan 200 R i v c ' * _ t � 'K '•' a 'C PEE �� n S•, O FLpF •` y Ida liYf ad Y44+ !N A a v I 15 c E a g D uY W PH g 8C-I'm �a5� g 3 og el r ° 3 m�e w .MSeNG.coM ❑ ❑ ❑ � Z o Z Z� ¢ a d y Ln c d N ■ ■ ■W y 4L E o w tA w o NLn C m ao V o W i/ Ua OD o — REVIEWED FOR CODE COMPLIANCE DES HOMSS ST. LUCIE COUNTY 0 ®A� I FLORIDA CONTRACTORS DCENSE NO. CRC1330146 (�� 3000 QULFBREEZE PARKWAY L OULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: r m FILE e—OPv o CC m 9 D T.O.M 1 r 1 Q 0) _ g > t0 ryry nn c-I 10000 0000 z I- ca m N I0000 0❑ 0 go2 m� �� 2 V Model Name /Number: 1❑❑ 0�0 00El0 6 TRIM r 1780 1 a DO El 0� _FlN_FLR. IVI Plan Issue Date: 16'x7' GARAGE DOOR c Friday, September 2b,2020 8'x7' GARAGE DOOR mV KA PROJECT NUMBER: 2"601 FRONT ELEVATION "A" s"�` 5A Of: SCALE: 1/4' =1'-0" m ELEVATIONS - A I SEE DE_T. TB03 \ G.C. TO: PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16"GSB SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/3.6 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP CTIONS EQ. W Q CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAILTBO4- - - - "X" BRACE SEE )VIDES DETAIL TB01 y '0 COMPLY " - - - - :OMENDATIONS - ATING OF 4 IDGE - - - - - - DETAIL - - - - w 4 - - - J � Q Q V EQ. L x l TOP & BOTTOM CHORD GABLE END BRACING @ -/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT.------------------------------------------------------------- 2 O 1 1 M'' 1 4 FF. g 1 1 1 � 2 i 1 OO------------------------------------------------ 5 FT.. 4 FT O i 5 F. 4 FT. O2 O 'O ♦ ♦ b __________- ♦ 1- ` I � ♦ I `````♦O. O``` r O * 4 FT. 4 FT. U2 2 4 FT. O E ZONE DIAGRAM: O NPJLATBASE2ROWS@ROOFCNAILING ROOF NAILING SCHEDULE O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) NAIL OPENING PERIMETER @ 3" O.C. W/Sd 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 W18d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE; W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 G� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE- PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GAx 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN HELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSUREI EXPOSURE 1 SHEATHING SHEATHINGtilt SOLID2xI I 11 II I I I 111 II 11 11 I BLOCKING @ ALL ED WIII SHEATHINGIt C III II C II ) I EDGES (SEEIII SECTION X-X) y z PROVIDE BLOCKING AS REQUIRED PER SECTION X X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I II III OPENING III II If II _Lit II - - - - I II II III II It It II - - - �11 II 111 III II II II 11 III r_ _� 111 It 11 II II II III I I I. It I I I It II It II II III) I I II I III II II II I III II II I I © �LOOR SYSTE I I I I II 1111 II 11 11 1 -SHEATHING I I 11T VERTICAL `----{�-H--O'RIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 1/2' 2x STUDS BEYOND. SEE PLAN 2X4 P.T. BASE PLATE BEYOND SEE PLAN w O _z W,� 2 apa a_ ul � N J LU GJ❑ LLr0¢pp ,.. 0� Ov)mu¢ z to 20 0, NW�� U. 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 ALTERNATING STAG STAGGERED NAILS @ 3" O.C. BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 0 • , 1 _ -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING ttHEDVLEMX;A.A XOMR-116EA3CP 6F�NNG PRINT. UPLIi" M "L CONNEMKID w""5 NOON" EX,DPIM NOR C1 C5, C3 ,EIP,E 7 H7P,H7V. L/R 1.1" 1I., HUA16/PEA MUSS MEG (9)1Etl.v1 V' A I E6A HXA uH ssE well N1GA/PER T1.1 MPG IEWb lel., Xi In Ma, OEz. wl 46 9. xe. vx Alfi/HETN6 DIEe/v Ob z P m6-1/z" AE6 �AD1 L/M/P 6601 Nor l¢xx A36/META36/N lE"/101E"/]fi1M (91 LDaa-Lz^ (9 lbtlil lh" (9(lEtl.v l-1IE" Al6/M), 6 156W/3.11 IOl I.drlI El vaa..l /z MB L/M/R -3]SE,o�lxx N /IYE39/1 6EN/Oz35M/E363X fl`)'D... /z 1816d v3 /E Iml meaD 1J; IN XTa: EPDXIED w/S MPSON'SEi @HTix XD L/M/I eLz x"r'Ims HE 61H1A/PEPTMEOvE lEIXE/1DaW/ 11)1.diI VE NSA C/M/R. 17 1 1......N iP/ IME6MPn P. 1I'D .OEwSOur: EOPMusscUl'ExEEn,�.-_ 1111( L.ID11-1v 6 D MEPIN. BEARINGO I""9 PEfEH ENCEA iO i.... "MJ ` C "F STRU65" NGS -. ALI .101 MC 51MPE0" PXOOOR6 ROOF PLAN -A- SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF 8YP CONNECTORBPASTENER3 SPF GYP O FRAMETO HETAI6W(8)1Odx1112' OR 181E HTA16w/(10)1Odx/1?OR MASONRY HETA20 W (9)IOdx 1117 HTA20 W (10)tOd x 1 17 1585 1870 OB FRAME O H2,SAw/(10)8d NAILS SEE N5 RT7AW(7O)8d NAILS 515 585 FRAME © FRAME TO HiDAw/(18)10dx 11& 1015 1040 RTIOAwAI7)10d x I lir 895 102E FRAME H1GA-2 w/(18)10dx 1112"AT2 PLYTRUSSES 930 1080 RT762w/(16)10dx11/2"AT2PLYTRUSSES 935 1050 OFRAME O TO MTG12w/(14)10dx112•(AT E%TERIOR am 690 MTW12 M(14)10d x I I&(AT EXTERIOR FRAME LOCATION INCLUDE 3121 TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) 1005 1186 OFRAMETO MGTw/(22)10d NAILS AND 5l8• AT.R. W12- 333E MUGT75 W(28)10d NAILS AND US" A.T.R.W MASONRY . EMBEDMENTw/SIMPSON SET"EPDXY 8985 i?EMB®MENT w/SIMP�N"BET"EPDXY M30 4485 OFRAME TO RMWIII (2g10dx 110 ATEXTERIOR 1245 191E HMO wA24)IOd x 11/2'(AT EXTERIOR FRAME LOCATION INCLUDE(S)12d TOENAILS LOCATION INCLUDE(9)12d TOENAILS 1285 is30 ® FRAME TO (2) HTS2OW(48)tOdx 117(ATEXTERIOR 2490 (2) HTW20 w/(48)1Od x 1 1W (ATEXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS 252E LOCATION INCLUDE(6)12d TOENAILS (EA) 257E 3060 FRAME TO HGTB W (18)IW NAILS AND (2) 5/S' AT.R. HUGT2 W (18110d NAILS AND (2) WIT AT.R. © MASONRY n112" EMBEDMENT w/SIMPSON "BE F" 10690 w/ i T EMBEDMENT wI SIMPSON SET- 7020 9790 EPDXY (HI FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME H TO FGTRW(18)1/4-x3-BIDS WOOD SCREWS 340E 4726 RFUS w/(12) WS3 WOOD SCREWS AND MASONRY AND (2) 117x W TREN HD ANCHOR BOLTS (4)3/4"x6•WEDGEBOLT 710E W (19)161 SINKERS ©(1)1 1 TRAN TO A(7)1/4"x2.1M-TITEN2 1750 2030 MASONRY SEENOTE#6BEL0 ®FRAMETO MASONRY/. (2) LGT2 wl (32)16d SINKERS & (14) -M 1/4-x 219"TIMN(2 PI TRUSS) 350O3240f 4061 12) LUGII 132)16d SINKERS & (I iN"x 3"WEDGE-BOLT RV TRU&SI 3100-M 3100-M 3770f I2 380E-F 4520E FRAME OR (28)75d SINKERS FOR FRAME (EA) OF,(32)16d SINKERS FOR FRAME (EA) OFRAME TO MASONRY / (2) LGT3 w/ (24)1/4• x3" SDS SCREWS 4730-M & (8) 3W x 6" TREN (2 PLY TRUSS) 657" (2) LUGT3 w/ (24)1/4• x 211r WS25 SCREWS & (4) 3M x V WE (2 PLY TRUSS), 6480-M 7060-M S010F O9OOF 0I 7710-F FRAME OR (02)1 Od SINKERS FOR FRAME (FA) OR (56)1 Od SINKERS FOR FRAME (" 0. BEAM TO HU410 OPT HUC410 w/(48)16d&p0)1Od G92680 HD410 OPT HD4101F w/(20) 1Bd&(10) 1Od G83080 BEAM NAILS U#1895 NAILS U#1950 ©BEAM TO HW100PTHUC41Ow/(1&)TITEN Ow4500 HD410 On FID4101F w)(20) 1/4"x 3" G#3355 MASONRY i/4" x2 3W & (10) iOd NAILS U#1800 WEDGE -BOLT & (10)1 Od MAILS LM850 ©2 SEAM TO MASONNRY/ HU46 OPT HUC46 w/(5110d NAILS & G#1540 (12)1/4"x23WTITEN(TOMAS.) LOSS Gg090 U#1135 HD46 OPT HU46 W (8)10d NAILS 8 (12)1/4"x 23W TAPOONS ITO MAI GM82S UN1030 G#2015 U#850 FRAME OH (12) i6d & (6)1 Od (FOR FRAME) . SYP-F SYp-M OR (I2) I5d & (6) I Od (FORFRAME) SYP-F SYP-M TO (2) HFTA16 OPT (2) HETA20 1920 182E MHTA190PT (2)HTA20 187E OFRAME MASONRY 1-PLY w) (10)10d x 111? OR 23 O M 146LV w/ (10)10d x I Ilr OR 243E 1 PLY W (12)16d 2-PLY W (12)1IM HTSM16 w/(6)IOd NAILS AND (4) IWA219- 955 1110 HTWMI0 W(B)IOd NAILS AND 14) 114"x13W 1145 1225 FRAME TO TPPCONS WEOCE80LT N O MASONRY OR HTww w/(10)IW NAILS A14D(4) 19V 1/4' 955 111E 20 w1(10)10d MILE AND (4) 114.Al34- TAPCONS WEDGE -BOLT 1145 12M OFRAMETO H10S W IS) Sd x11/2'NAILS AND 42) 3185W' ]SO 910 MASONRY TITAN HD FRAME TO DTu w/IS) 114-xi 1/2"SDSWOOD DI w/48)114"x1112'WSI5 WOOD O MASONRY SCREWS AND (1) VP B A.T.R. EPDXIED W 1835 2145 SCREWS AND (1)12"8 A.T.R. EPDXIED W 1610 1836 SIMPSON "SET, (SEE NOTE#4) SIMPSON 'SET"(SEE NOTE k4) FRAME TO HTTS w/(28) 1Ed x2 1/2"NAILS AND (1) 5/8' B HTT45 W/ OM 16d# 1I7 NAILS AND p) ® MASONRY AT.R. EPDXIED WE SIMPSON "SET 4376 SON NB-Z AT.R. EPDXIED w/SIMPSON 'SET' - 5005 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) FRAME TO HTT4 w/(18) 15d x21/2' NAILS AND (1) 518-0 HTT45 W100) 16d 12117 NAILS AND (1) SO MASONRY A.T.R.EPDXIED WSIMPSON"SET- 384E 035 WE A.T.R. EPDXIED w/SIMPSON'BET' 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) TO FRAME H10.S W (24)10d XI Ire NAILS 785 91O LUGTi W (23) 8d XI 1/7 NAILS 875 1046 OFRAMETO HMMTw/(4)114Nl 1l 30SWOOD 780 RT16MW(S)10tlx110MAILS6 MASONRY SCREWS &(6)i/Px2 IWTAPCONS 780 (4) 119x 13W TAPOONS 1396 1396 FRAMETO VG wl(10)1/4'%3" SOS WOOD SCREWS& O MASONRY (1) SWO A.T.R. EPDXIED W SIMPSON "SET- 3656. 4940 W 12" MIN. EMBEDMENT (2) VGT W (32)114"z3" SOS WOOD SCREWS WOFRAMETO MASONRY & (2) 5/8"8 A.T.R EPDXIED W SIMPSON 5170 7185 '"SET"w/12"MIN. EMBEDMENT O FRAME TO VGTW (10)1/4-XT SIDS WOOD SCREWS & HDUFSD825 W (10) i/4"x2112" SDS WOOD 3285 4585 MUOT15 W (22)1 Od NAILS & H7T45 W (18) - 418E FRAME SCREWS 8 (1) 517E A.T.R. 1Od NAILS & (1) 5/8" 8 AT.R. O FRAME TO (2) HTT6 w/(62)16cI 1/2• NAILS & 4375 (2) HTT46 W (52)16dM 1/7 NAILS FRAME (1)WIFE ATR (SEE NOTE iM) WIN &(1) SW B A.T.R. (SEE NOTE"" - SEES GFNGGLI (•(MINP("T(Iq Nf1TGC• 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALLS/ BEAMS W(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAM ING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES SCAB ON FULL HEIGHT SYP#12-xd" TO TRUSS VERTICAL WEB W(2) ROWS OF 10d NAILS 03" O.C. STAGGERED. 5. 12- MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W 4'-P 2x SYP0(MATCH CHORD LUMBER SIZE) w/ (2) ROWE 1Wlp 4- FROM END A e O.0 STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE- 0 MINIMAL CONNECTOR UNOON FRAMING PLAN L CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MA90NRYWALLS/ LINTELS/ x� WALLS UNO ON PLAN 2. CONNECTION AT 24"OR WD.0 PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL Fill FOR MORE INFORMATION S. CONFECTION FOR ALL HIP JACK (CORNER JAC19 TO MASONRY WALLSIIOF WALLS4.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 37 O.0 MAX wI(2) AT EACH CORNER. G.C.TO VERIFY LOCATION ODES NOT CONFLICT WTJI(IF APPLICABLE) LAYOUT S. CONFECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWBEAMS w/(2)12d TONAILS O MINIMALCONNECTOR MOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSESTOINTERIORIE.xTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/1(1" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEER905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS; ADDITIONAL FIGS MAY APPLY:''Si'li'E� AG CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEE��,,IS NOT ADy THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE �il REV{S(OP(�NI,#•� �E"��pTN1. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, vvco� 1S REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 PIT. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. SECURE JCHANNEL'. @ 12' O.C. FILE COPY O.H. TYP. -METAL DRIP EDGE -P 2 x SUB -FASCIA `xoH - ALUM.FASCIA VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY FO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 1 % S• ��� •� r a J `LLt rJII JPII 8pi1 L11°. E.EO m 0 V W g�D W `C4 yy o w f qq UUg 1L w 0 D gry!;; i ITLL �i LL �p]m� d 49. LL au a �6E6F 0 EI���� n: ED W �°M�3 m m m oT ` � ZN ¢ a 'e. Z' o RIB 0) W6V II.FDSENB.COM ❑ ❑ ❑ Z - API z N ¢N a d LO- m z N to m v LM l� W 1"r1 W U - 'I {p w c F (� U w N E � DJ Q�g Is DAMS HOMES iiI FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I- zLO C W � 0 n7 Om m ?� I= E1 G 0 Z C4 N ® _I L�J .� r L° JM()(1) Model Name / Number: V 1780 cVT Plan Issue Date: a Friday, September 25, 2020 KA PROJECT NUMBER: Y 20-6601 T Sheet.: /► Of: �h/ 0 ROOF PLANT A v —TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) -1GO X 11/2 SP6 OR SP8 FOR 20 AND 2x8 WALLS PLATE TANDARD HOOKS SEE S05 FOR MORE INFO YP. FILLED CELL W/300C ,S.I, CONIC. W/1 #5 REBAR VERT. 0R BEARING WALL I IOR SHEARWALL OR FRAME WALL 8" 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 )'r (8) 2 7/8" HILT( TDX I)NI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS03I "....er`".L__ _'/�/ ..'__,e,r 1` I ,) N.T.S. ,'l ry I r. #5 REINF. 20" MIN. LAP BAR A #3 OR *4 REINFORCING ��iff. BAR #R A 44 I AP SPLICE 25" MIN LAP #5 STD- 90 HOOK #SBAR 0 #5 I AP SPLICE SCALE:I"='I'O" " #6 REINFORCING BAR * GRADE 40 U.NO. #6I AP SPLICE I MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S.I ATTACHMENT REQUIREMENTS SRE : TAPCONS SPACING # ROWS 2 x 4 1/4" X 2M" 12' O,C. 1 2x6 1.l4"X234" 12.0.0. 2 2 X 8 1/4" X 2a4" t2- O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ip;PRECAST___ , IU,Tc 1 (2) 2X P.T. i BUCKS W/ 1/2" O.S.B. . BETWEEN ; I r FASTEN PT 2 NAILER TO ; MASONRY I IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. UNTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & SCOOT PSI GROUT, MIN. 25" LAP (ACI 630) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — III NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, —FILLED CELLO FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP�SLAB �. MS02 TYPICAL SHEAR WALL SECTION "-- - - - --- ----- -------- -- 1------------------------. .--- - - - - ------------------------- - - - - -- ---- - - - - -- — `---- - - ---' 1 r 1 1 r I I I n I I t 1 4_a I I 1 3 11 I 1 1 1 I I I 1 I 1 I I I 1 I 1 1 I I 1 I 1 1 GENERAL NOTES 1. AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2, (1) #5 REBAR IN TIE BEAM IS TO BECONT 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 UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY UNTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER THAN 32" HAS GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS CASTE-CRETE, QUALITY PRECAST, LOWS, PRO-CRETE F=RLLEDWITH GROUT / U -UNFILLED 6 RMM ATTOP R—RECESSED MIN. (1)R D CL fl CLNT RES 0 sum 90TTOPA OFLIR ITY � ' TOP KNOCK OUT LINTELBLOCK COURSE 1B/1T �P g tF1 1 { m GROUT H OMINAL 1_q,IANTNVOF WIDTH #5 WEAR AT #5 REBAR AT TOP NOMINN. BOTTOM OF LINTEL CAVITY o Hcnw SOTTOM IaINPORCING 78 8"ACT AL PROVIDED IN UNTEL (VARIES) TYPE DFSIRNATIDN S" NOMINAL WIOIH C.FNFRAI rQNrR 'Rg f�NFRA INCTAL IATION NMGC 1. rc pecex liaels=3500 ps1 Pmvlds NO mwtw heed aid bed Tomes. 2 re pestressed llntele=Me Psi. 2. Shwa Ill Gntals as resutard. 3. gmured per ASTM M76 rg=.WM pal w/ 3. eatalleBon of llKel moat comply Veen the ardlieclural entl(w structural dreeilge. 4. maximum 3/S'a�reeggateand 8"WIl"slump. 4, U Linters No memncct+rec WIO 5l/2" long notches at the Grate to accommodate 5. Cmwee, masonry u1(emu) pw ASTM Co V/ waUael call relnPoMrg and grodhg. minimum net area comprevoeo all =1900 W. & NIIInura meet or eadeed L/B60 wlRaal dGReaRon, exceptal 17'A" and 6. Reber Per ASTM ASIS Oracle W. longer wRM1 a nominal halgrt of W aaet or etteed L/M. Prewressing strand par ASTM ute, grade 6, Bel Gerd Added rabar W be located at me boom of the lintel call 7. 270 low relaxation. 7. 7/32" diameter Me sdruss we w Wed to me bottom etee', N, m allcal anal7/32 mm per ASTM A510. 8. GMinplace cnrNRta May be prom provided In composite IntIn lie u eu of coola. Morm W ASTM C270 type M orS. massnry Inxa. 9. Sefs lead reel leased on rational desO al*$[$ per ACI 30 and ACI 590 10, Florics Pre Nat Apwowi No. L561 11. The axtefa eurFAda of (Male Instalkat h axlarlw carrarctG meeonryvrelb Mel have e ocedrg aTslucgp applied in eacwtlenae wkh ASTM 0928 araMw epprowd Deers. 72. dsoadwlth veritcal(graWty and egM)M horizontal (loa loatl$aM1oud be p,,m,d a,omnlead he ldgeualtor: APP14d wdoel Iced APVIW hodmntil load < a 1.0 SOO v idst load Safe hwimntel low — •~ Y WOOWOO 8RF6-08/1T wsoe 1T CD QD BRF141B/1T 8F1618/!T 'b C D 0 O O O ,`'O. ''O ` BF20.iB/1T O O O 0 O SF24-IB/iT "Q- ';•` eRF22-iB/1T O O T © 8F281B/1T O O 8F32 1B/iT CN u: mgC103 o �I ODv�',�AS i Gm gay 10 wQ-9 dY) W ' 8L Zam x 0azu 15 �,,Esca mot m pw0 3 a e�nQo-2c'J) u 0 o r � o YAMV.FD3ENG.CAM ❑ ❑ ❑ v v U a � N.T.S. r r 1 ❑ x-1 I i , U m: 13 16 ,A 0 Q(I) y 01 �' o w � C v m In� M f6Jm _., ,,• _____________________________ H N U= ."WN L O N " •. 1 1 •---------------------------- ' ' I I I , I I 1 I 1 1 I I I 1 , , HURRICANE R ANCHORS F 1 r , L era. REVIEWED FOR N c o em Q N O tl0 CODE COMPLIANCE a DAMS HOMBS ST. LUCRE COUNTY 0 I BOCK �'a w FLORIDA CONTRACTORS LICENSE NOT. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 t d DIVISION LOCATION', PORT ST. LUCIE PREC4ST "U" LINTEL W/ 3000PSI CONC. GROUT $HALL BE FLUSH w AT OPENINGS SEE GENERAL CONCRETE WITH /----ml H TOP OF WALL Vif ♦ lob Information: LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT r..lt}�rM/t ■/r_ •cb SO" DWre nDY ■ a 4 " -- 4-� � � '.. ; REBAR ON BOTH SIDES `- - OF OPENING U.N.O. 1 1 1 1 PROVIDE KNOCK-OUT n3 I I r 1 BLOCK FOR FIRST COMPLETE CMU COURSE IRM fA GROUT SOLID I /a'\ I I i I MLUWW1(1) 95BA FORALLD w/ (a) #B BAR FOR ALL WINDOW OPENINGS 6'"6" AND LARGERl 9 t V 1 BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'-0" LINTEL PLAN SCALE: 1/4" = 1'-O" ELEVATION "All STD. 90 DEGREE Q ANGLE $000 P.&1 CONC. Wl #5 DI REBAR .. .. .. , .. .. ,SEE FOUN .pen PLAN .. . . SEE FOUNDATION PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. g U) y N p G� TYP BOND BEAM " 9 O IL K.O. 8" TEL BLOCK LINTEL BLOCK ti L O ; �I RLLW/3000:1. cbrvc. w/1 #5CIA, _ m J REeAR g > p m m A 0 Gi P —INDICATES FILLED DELL FROM TO N Z _ • ! iV �Y1 x r r q: a �( J 1 # BAR MIN.BEAM S#5 S '1 e� QJ W :7 1 GD L 0 J m U) V) L° J N N VI Model Name /Number. 17801. TYP. DOWEL 25' S ♦ Plan Issue Date: MIN. LAP (AG 530) Friday, September 25, 2020 v ♦ KA PROJECT NUMBER: 20-660"L Y � Sheet: s 1_ J LINTEL PLAN II )V.��i�-� 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) W 4" EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. ° s OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/Z" STEEL LAG BOLT cr,•„ d" W/ WASHER. MIN. 6 PER �'• g TRACK TO JAMB. ,„Ze y ' 11.. "' •' p Y (5) 1 /2" DIA. x 8" 1/2" X 8" A.B. W/2" a c "J" BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL @ VERTICAL MIN. 5 PER JAMB. o t SECTIONAL j @ OVERHEAD g DOOR COO P.T. #2 7 WOOD $ � .. SYP 2" X 6" :-i �( n TRIM °o • , '. ,Nh11111 TO �O 2"x6" P.T. WOOD JAM a li•.. E As y a DOOR AND CONNECTION PER r N° Ia GARAGE DOOR MANUFACTURER GARAGE SLAB a TYP. GARAGE DOOR g •'r TRACK MOUNTING DETAIL 'A \ ° 'z N `'°'p NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS N rrrrrro°° a DETAIL- UNLESS NOTED OTHERWISE v'I v LL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. g II a g T E 9 q @ yy R W 00 LQ 00 f � N mC13 JJ JJ BLOWN -IN R-30 NSULATION PER FBC A D ENERGY FOIRM SBMITTED WITH Z v<=PERMIT '" APPLICATION PROVIDE BAFFLES a3 a] � 30BLOWN-IN S"Q0g R-30 INSULATION PER AND ENERGY FORM SBMITTED 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES ORa 8 E d oFBC L� Ea s syEa, mm12 gZN1 "SEE WITH PERMIT APPLICATION PLAN DROVIDE BAFFLES AT EAVES 1- PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT 8 r& E" eSEE 'a "- 83IL(FOR 8 ¢ O VENTED ATTICS) PER FBCR 905.1.1 OVER APA n n2 s m III V J 1 -FIBERGLASS SHINGLES ORPRE TRUSSES ®240 FOOD RATED STRUCTURAL SHEATHING y $ e m5 a waw.Ruauo.co ❑ ❑ ❑ TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES m 1 OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ; -, FASTENED TO TRUSSES PER ROOF ' I, �n �' NAILING SCHEDULE) d m `r F 1 1 z , \�1:/) - PRE-ENG. WOOD RATED STRUCTURAL SHEATHING ,- TRUSS ANCHOR (SEE PLAN) 0 Z N TRUSSES @ 24" O.0 (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF .•- l.' -' --' _ _ _ SEE PLAN FOR BRG. HT. - 3 Z 1/ Q 1 NAILING SCHEDULE) , 1/2" DRYWALL— ' • kN ' r TRUSS ANCHOR (SEE PLAN) ' TO BE INSTALLED ON OUTSIDE FELT PAPER OR TRUSS PLATE • P ETAL DRIP EDGE v W J Z u u u 11 a Ir �r tl tr v 11 11 Ir 1 FACE 3/4" P.T. NAILER 2X SUBFASC[A CORN FRAME FOR BUILT-UP CORNERS min (3) 2X4 OR 8 N /'� `vl C� M � 1/2" DRYWALL •wr SOFFIT, SEE ARCH. PLANS 4x4 w/ 2x4 POST UNDER EA .� « w p METAL DRIP EDGE CURTAIN NAILER ( 8 x 8 X 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. E � o y t.i - - . 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCfA 1 x 4 P.T. @ WIND. n LINTEL BLOCK 1 x a P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. qr o T O w i t/1 c L 1 TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS "� 3000 PSI CONCRETE SEE ELEV. PRECAST "UR LINTEL (TYP.) ALL SIDES / / (TYP,) FRAME FOR COR- \ a Fo m T6 M w 1/2" DRYWALL - SEE SCHEDULE �° ,� va ��O NERS FOR NON LOAD o s p (� SEE PLAN FOR HEADER SIZE N a v a ° BEARING SIDES NAILED i °� \ m t ' ` S °O - 00 °' 6" '` W/ 15d NAILS @ 8" O.C. _ . \ Qno ao�' ._ C Wa oQ \ 0\°oy{ <Nom Q OPTION, 15/32" OSB EXPOSURE 1 ON O.H. / x $" J-BOLTS \ \\ -v EXT.12° MAXIMUM OF (3) - 2X PLATES MAY BE WALL W/ ALL EDGES BLOCKED. SEE FOR / \ (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) v A DAMS HOMES SEE ELEV. TB13 NAIL A. 1 3/4NT. ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE: � /2" WASHERS \ i CMU BASE FILLED w/ CONIC REVIEWED ,.�. PLY ATTACHED O.C.(2) ROWS OF 16d STAPLE @ P' O.0 EDGES AND FIELD. NAILS AT 8" . NOTE: 44' MAX. SILL HGT. ON n FILL CELL-(1) #5 DIA. �P j W/ (4) VERTICAL RENF W/ FOR '„ a ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP !* CODE G®MPLf/4N0 �, FLORIDA CONTRACTORS LICENSE N0. CRC1330148 n CONC. ALL LOCATIONS OF COLUMN PLAN Al-A1 ' V' T. LUCIE "- 3000 GULFBREEZE PARKWAY FRAMED VINYL FRAMED WINDOW w/ SCREEN NFLOORPLAN SHOWN ON FOUNDATION w COUNT-'., a GULFBREEZE, FLORIDA 32563 (G•C. & FLOOR PLANS R BOCC v DIVISION LOCATION: LOCATION OF OPENINGS IN N P EXTERIOR WOOD WALLS. 1F NO .+ SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM FOR BEAM SPEC. PORT ST. LUCIE STUDS ARE REQUIRED) l & TO FRAME BELOW ;; ♦ !ob Information: NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. / VINYL FRAMED WINDOW WINDOW STOOL n W/ SCREEN CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM SPECS H PRECAST CONC SILL H ' ' ' ' N :; rY ` j o C-926.98A PAPER BACKED FOIL R-4.1 H 1 1 ti 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL O MORE INFORMATION). SEE T813 1/2" DRYWALL ON SHEET 6 PER IT AND ENERGY FORM SUBMITTED WITH PERMIT EXTERIOR FINISH - 1 �'�rl ®� C APPLICATION (SEE ELEVATIONS) 1 c FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. � FTG. DOWEL #5 DIA. REBAR ¢ ar WOOD FRAME WALL PER FBC P.T. #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. \ 17" IN CONCRETE - 25" a 0 Q Lo AND ENERGY FORM SUBMITTED 2 S A.B. 1/2 1/2" B" TITEN BASE NAILER EXTEND (ACT 530) ABOVE N C WITH PERMIT APPLICA17ON w/ x (OR x HD)w/2"WASHER AT 32"O.C. SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 10 g �oe m 2 WOOD BASE MIN. 6" FROM END -SEE W507 FOR TERMITE SHIELD WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN POST 1 1 OR 4x4 POST w/ 2x4 UNDER 1 v S Z 0 � " " 4 a SEE FOUNDATION PLAN 1 i 5EE FOUNDATION RAN FOR �, 1 EACH END OF BEAM __ V FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB — NOTE' hiiL• ' 2 X 4 P T PLATE "' m r` 0 O oo LL — . —', — . =,. - : » _ " —'• • - BOTTOM STRAPS MUST BE s J m U) oo INSTALLED ON INSIDE OF ♦ Model Name 4 GRADE , GRADE COLUMN. DO NOT BEND ,-�}rt /Number: .LL( 3• o STRAPS UNDER PLATE. ° 0 ylr �'•"?�° ° ° CLEAN ,: ,: ; •` 3 w 'SEE " - `•' g " u ;.° ° PLACE STRAPS IN FILL ° \4" "I� • • ° 1780 COMPACTED -+ L .�_ • PLAN FOR 1 RE -BAR QUANTITIES `� CELLS w #5 REBAR uI 'r ° / (TYP.)4 COURSE HIGH CMU BASE ,o ♦ Plan Issue Date: r-e., FILL ro c7 TT=II FILLED w/ CONC -SEE PLAN FOR " SIZE. TOP OF COLUMN BASE - Friday, September 25, 2020 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF ,• v ♦ KA PROJECT NUMBER: 18" FOR FTC REQUIREMENTS PLAN I • , Y 20'6601 NOTE: DETAIL CD21 % S•2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE r N Sheet: s-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-O" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-G" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS m a � m G G 1i5•• �. 1" 1N" 11'e Q u u (2) 2 x 4 LAMINATIONS W/(i) (S) 2 x 4 LAMINATIONS W/ (2) (3) 2.6 LAMINATIONS W/ (2) ROW OF STAGGERED lOd ROWS OF STAGGERED L6d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL �0 _ 0 OUTSIDE FACE) 1TB EACH 3-1/2") OR EQUAL (D = 0.262"... = 31/2" OR EQUAL NOTES, 1) ADJACENT NAILS ARE DRIVENFROM 3) FOR 4PLY, PROVIDE 1/4°DIP. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR THE %CHNESS OFTHE LAST IAMINATIDN. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR ��.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ::'•F1 RE FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL I N.T.S. PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) ROWS 12d @ " O.C. ,-p 01 C 2x4 TOP PLATE 4B, 2x4 STUDSv UJ PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=l'-O' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-O" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12N 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.) c cN� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) 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 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. SOT. PLATE WF09 WALL HEADER DETAIL N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 - BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN — FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE — REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 11/2" = 1'-0" SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO- 0 EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN --- -- -- I � I , TH\ I i I � � I � I � I OPTION B EE FOUNDATION PLAN FOR MORE. INFO CD11 COMMON BEAM ATTACHMENT N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUC' 71E COUNTY FILE CO ply 2 0 n - WWWWTDSENGDOM ❑ ❑ ❑ W z — o 0 10 J N a C4 z n tJr m D'4�t/1 0 c io a)v) O w uea Ln U - (mN E - g m w I. c -4 0i? o M ')IDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O W ¢ °' m +� � � M U z H�Um .( 3 C'41 0 J Lu Z:) ti CO o L J m (n U) lTl Model Name / Number: 1780 IVI Plan Issue Date: Friday, September 25, 2020 KA PROJECT NUMBER: 20-6601 Sheet: S w Of: �v{ TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-O" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LEGS THAN r OR EQUAL TO 450 , MINIMUM 2"x4".� r r I �I CROSS BRACING � I r (SEE PLAN FOR LOCATION) ' BLOCKING d II r _ (3) 12d r PER JOINT _ m CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN.. FOR NAILING X-BRACING - 2X4 SPF OR SIP w/ (3) 12d @EACH TRUSS WEB € �I n m t N N T11301 TYPICAL CROSS BRACING DETAIL N.Ts. T1302 TYPICAL CROSS BRACING DETAIL N.r.s. m m PROVIDE 2X4 MIN. BLOCKING AT S �e���� TO oyLUlllti CENTER JA TE BETWEEN ITR TRUSSES W/ (2)NE OF E12D '`1�t Q�\` t4 S •FS °°oeee NAILS EACH END TO TRUSS TOP m �G •. H: CHORD % A v 0 8 O TRUSS ALTERNATE TO BLOCKING C�F,:'� A PRE-ENGINEERED OVERLAP TRUSS BRACING O ^a A••. S '•` WOOD TRUSSES ° % \v AT LEAST ONE TRUSS 6" OVERLAP e e'i? ''•. p q TRUCTURAL ee O • G.T. --- SHEATHING PACE °tiiilti t➢Y1g1� y ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ,� cq TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK ----- OF HIPPED TRUSS W/ c LL SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T 2 SIDE OR BOTH IF REQ'D) m m a 2) 12D NAILS ( MINIMUM (3) 12d SHEATHING AT 12ROOF" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR E SEE * SPACED AT 10'-0" MAX SIP TRUSS BRACING PLAN (—H9 t m N m g pj W ti 00 w � � t I- ii'i ao 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS U � J SFCT- A A ! LL 8 99 �r^g TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-T-s. w 1fp 2 p W Of Lw sgr a_LL� i it g s1 U9 H o- o g� Wp m it ca m o 90 o N o H 1WWJ.FDBENG.COM ❑ ❑ ❑ = Z p p TRUSS NOTES: Za O � zm 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING A S GREATER BEFORE Q (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT O. W IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY Z P CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT ^ N M EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w �� _ 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL C LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20"0" O.C. MAXIMUM. m •I'-J w 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT U ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, w 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. O SEE TYP. TRUSS BLOCKING DETAILS _ V) V) _ ���,,,......---......,,,.... C SHEATHING U E 3 TO 4TRUSS x4 AS SHOWN a TRUSS SPACES RNATE DIRECTION C) to 7 s �a VERTICAL SCAB 2X8 #2 SPF 48" O.C. �^yy' DAMS HOMES W/ (4) 12tl TOP &BOTTOM OR H5 SEE TRUSSIq=T NAILSOR HCLR/LL IN PLACE OF (41100 SECTION TRUSSaFLORIDA CONTRACTORS LICWSE N0. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'O" BBSEE PUN ouITLE TOP LE SEE STRUCTURAL NOTES AND NAILING ,� 3000 GULFBREEZE PARKWAY PRE-ENG. TRUSS FLA E TOP PLATE SCHEDULE FOR SHEATHING DETAILS � a. GULFBREEZE, FLORIDA 32563 2x STUD WALL SECTION B-B VARIESw ROOF i= SEE PLAN SLOPE � I � �r � DIVISION PORT ST CLUCIE COM/. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X5 42 \ \ 2X4 SPF BLOCKING / (4)12d WHEN IT LANDS \ / In NEXT TO PRE -LNG. TRUSS SPF 4B' O.C. W/ R 5 O \ BETWEEN TRUSSES / / •cxccg"'' Job Information: 2X8 BLYJNG. NAILED @EACH TOP & BOTTOM OR H5 OR \ \ @ 4$" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12-S REQUIRED @ RAFTERS GREATER \ \ / / a THAN s•-o^ \ \ \ 2x4 SPF BRACE / N COLLAR TIE \ \ @ 48" O,C. - NAIL w/(4) EVERY 3rd \ 12d AT EACH END & SHEATHIN RAFTER \ \ \ \ ALTERNATE DIRECTION t9 2X4 BLOCKING BETWEEN ~ O CB BEVEL CUTS \ A TRUSSES W/ (2) CONT. NAILS M @ EACH END, CONT. EACH BAY (OPTIONAL) W � c B TB 2X4 SPF W/ (2) #7x31/2" / / TRUSSES G Z C B) ei ALTERNATING DEL WOOD SCREW EACH TRUSS BLOCKING OR HS @ 48" O.C. / / SEE PLAN a+ Q PRE-ENG. TRUSS / t0 �- M O STRUCTURAL SHEATHING TOP CONCHORDPATHALL HAND FRAMED SAREAS TYP. \ m M 3 y U SEE PLAN FOR CONNECTION • N 2X4 P.T. BLOCKING BETWEEN a SIMPSON A34 OR \ \ / / Z Y U coW CN 0- (USP MP4) @ \ \ / / s Q "__I UJI eH o TRUSSES W/ (2J-12tl NAILS @ DIAGONAL 8'-0' WOOD 2X8 #2 SYP RIDGE BEAM J (n 00 L2 AT e u" 'iE 2'-0" ON CENTER \ \ / / EACH END MAX TRUSS , 2x6 RAFTERS @ 2'-O"O.C. \ /\ / 2X4 SPF BLOCKING N MAX. W/ 43) 12d COMMON Y V BETWEEN TRUSSES WALL BELOW TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.w/ NVT Model Name / Number: 2X4 RAFTERS FOR SPANS LESS THAN 1780 (SEE PLANS FOR TYPE) 2 FT @ RAFTERS D.C. MAX W / ES THAN / . \ . \ \ (3)12d EA. END (TYP.) - CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN 2X4 CONT. AT STEEL OR WOOD EARING SUPPORT TYP. WOOD TRUSS BLOCKING T&BDHDRA-AALTERNATE BLOCKING 1/2" SPACE V Plan Issue Date: @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING Friday, September 25, 2020 SEE PLAN FOR MORE INFORMATION SHEATHING KA PROJECT NUMBER: 2x4 S.Y.P. Y 20-6601 @ 16" O.C. Sheet: Of: R TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. t ROOF FRAMING a AND BRACING DETAILS � I THERMA-TRU INSTALLATION McNmum Fastener Spacing Wall Framing; i pambs, Head and SI In 02 Spruce/Pine/fir Or _. \ KEY DIFFERENCES CHECK LIST A _- -8 T.�R-1 � °AI-;/,. ✓' I, Rough openings are 1/411 smaller on each side and 1/4" smaller on the Screws Minim io header than standard Therma-Tru rough opening dimensions. ................... 8"....._ e'._.. - - -^-" "- -' - Glat ngBead' Penetration Use only a maximum of 1/4" thick shims, sEAUWT LI Fin` NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING Predrill the jambs and headers using 1/8" drill bit. Predrilling NAaa.3/a"MIN HEA&feria View of C Toss Section View Ds.B PER SHINGLE. it increases structural performance. RpeA�� j R�x1 WatlaN r Ppef Tied` -- N 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, Minimum and nails are insufficient anchors, and should not be substituted for wood screws.a Une vaMyby centering ,°ryr'Ay sa ` Siicare __ -� wide Be certain of the number and placement of all screws securing the frame Ca ainread Win er66M w o y E� rlmsneWng to the rough opening buck. Consult the architect or engineer of record atemaefFLo Ingo e a - Iwenayma BIB c1aY� Y concerning fastening the buck to the rest of the building structure. R"I"a"d"f t0 DDatea ° ea E 'ev 5m awnc0w ace cow GeofsO yn� 0 ' Rake Zed 1¢GOwS Note Wesboapyyrecomma dineuu ofMaAhly Sind/ofAsahleD ta0a6B/PO's0lpeeseeefatadMR57MEd111-0Y HOWewY; eto y CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT Natal vsrya8an In aadOsandbuldn propei/nsfa/Attu ofMasa Items. E • oOf nail within Dr 8fypa,tt0'/mYup to the eaduaNto deMrm7mr Me OPENING SIDES AND HEADER. ; valley ey Fn. 2"Oaoh shingle Edge es r. L7K.sJT_ I 1rAL ,A €arc ells aNlny your vr.rdeV, the bubblt w,a d valley centerline Ina 2' 2N" a maybe p Hen trace, inapertlon, but please PkStld( she map to n witle strip of es ell pmec'fee nbts honacraL+'hEs and oC.Terh ma euntU OXistnletlpn i5 complete. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE ragirlgcemem.�' B• � v 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS Out 2• ae stepf Reswre to be sure the opening us 318-W 1/2"larger then the window size both vertically and MdzonkNy. � • You may w6h w predrill the Ratallat� holes in the fin at th aame. SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE dome"aorwt�nmed r Save 7" R905$.95 DRIP ENE. places (0 use in 5ih(ouu ( PROVIDE IXaP EllgE AI EAVES AVp GABLEa6 axorejactodaid hdait) .0,e ! cosmo ft Onffi Emay ale nor N DOOR FRAME, 1 X P.T. BUCK STRIP AND HAVE A MINIMUM SHINGLE 1001S. OVERLAP TO BE A MIN MUM Step Apply a generous bead ofsilcone to the backside of tMmamtlog fin. Um enough sNimne to sufficiently 6l all voids behveen the 6cm8 e Ns e. GF Be(7I. CAVE DRIP EDG_S SHALL G OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. +sin BELOW SHEATHING AID MEND BAac ON THE fin and the wan snealhln . •`�< a m,akLhe l Rod SHAL-MNNMMI TO ENEfAEAi EITHER RV fralRtlb Wkdmhbtheo hM�wW&,hwn \ ever Na reke and ROOF BE PERMITTED TO DRIPEDGE AT nivEITHER pensg k kbNed "H61fk"end "DUISide', but M these labels have baPn $ /_% eavers about 1/2" OVER 02 UN]ER THE I:NDFM.AYMEVT. IF 14STAI I FO removed, the bead 51 balwa be w the Wide oNhB bUlld . / Glli ellf Ie9T If drip edge a OVER THE L'NDERIJkWENT THERE SHALL BE A j 6"6 6H6a 6n aeeycenterline IffMr rlDead pedgeIsused OOVER Ern[aDRIP WLRET��[4hWOTH OF ANASEETUBESHOF CEMEW �e 9 inWa# 9*4 Instal muMedesill,aNusan9henunct teuMbpanhmtheopemng.SBmsshaMbemalkdendetheslleay2ent. st,l,yOtili7l/��f,, 3" 3" 3" " 3' The wN�w, ndadd be baska eeaered in the with comae than 4" between the window and wall tram %i T ( fa 6" 6" 0 1 Screw 4" hen Me Opener o he fin at each end he head sNi and bah into. FS d. 3" 6n ENTER. GE PoTH SECTION S DETER 3 DETERMINED IN MPH 3" 3" 3"a77KM/HIORGREATER ORTHE MEAN ROOF HEIGHT %Vfi listedthe remalmrgflStm¢rginWOUTERmmaFrom, the conersttew,lathe [ed,Ofekhframe morb,Uufafer�mwx-GIyNS �t•'j " EXCEEDSAL FEETt10,055 A MA DRIP:DGEs SHALL BE put rough ale fin. Akp, maNa 9Un0 tM SaNS 90 in 54d' and dp cotauw the nameW taw. E �y V '� A ••-p MFGHAM(33FETJ10,58 fief, DRIM U^ 4MCHLL agh(en ale etlews and alaYll lh ro 6 _, 6" 6" s" 6' _ 6" SHINGLE INSTALLATION GUIDE ON CENTER Wall forcing "MFachares"s Should be FOm'wnewMsNOf wlfidmt��IMPNFatldeveld9 etradmamhewalandmk�tlaniYhomnd o, m =': �° S Fastenerquana0es needed meam sideof immefo adNeve B" ` :. dtRgme ravl�er 10' 16•. 2s•. 3a•..az• w• sr rib• 7a^ Sz• Y0• g0•. o ; Numberof Fastelas 2 3 4. S 8 7 8 S 10 it it 13 SPACE SPACE Sialf 7 Ramow.eauss SHICORE" out' from around the fin and l for Mks Orvo�. Use silicone to iw an voids, o %9••,• S EVENLY EVEN LY ROOF CRICKET: �w MIN: 3:12 SLOPE Step a [tdeslnetl, a (Darn mwklion inn be applied m tM NaethN Nap bG T tlw Window and wall fro If n s�i F: mmg. applied,Cusnwstbetlre m s � •. L•O ASPHALT AASED y MON FX mdNslmq k; (bathrooms, It b reoDmmelndld alai the IMerla , Step 9 Snxe them windows arc IcaN used In rooms with (REQUIRED AT sEALANr MPDED c of - S '. I all F AAA ALL LEVEL VALLEY TWURED, PAINTED BEHIND FLASHING 9aD a s _ LOCATIONS) EXTER. WALL FINISH AND EXTENDING A between the wallow and wall framing sew be sealed VIM sllicane and hoofed so as not to Interfere wish the RSOHIR on of $00 MINIMLM Or ei" ABOVE wallboard, alb or trim. N A"Xa- HGALV. VERTICAL RISE OF FLASHING 10 Once all carMrudtmns wrap MI t0 VERTICAL WALL FLASHING CONT. AT KNEEWALL com4�, remove the bubble wr from the Inside 81od outalde of the window. 9 napessavy, dean the � T ENTRY PLASTER ST Weeks weal a mold deter and warm water us' a soft doll. SEALANT ROOT � Failure to follow these procedures wi11 void any and all warranties. v B" X 6" H GALV. rLASHINGCONT, y c 6„ 6,r 6„ 611 61r - 6a m GENERAL NOTE: >. 3„ 3" 6' Ir FLASHING DETAILS 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. E „ a 2• SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. q e a 6" 6" 6" ASHINGHORIZ. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. � � '9 m O 6" 6 6" 6° NOTE! THIS DETAIL IS REQUIRED IWO FLASHING AT ALL VERTICAL WALL INTERSECTIONS ui 5 R f" L7 ro ra WITH ROOF VALLEYS & ROOF CRICKETS,16 g SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION ; I -21 ug�^ a a AND CALL OUTS. .12 � FLASHING DETAIL AT CRICKET aaLL a w y 6„6n Q �o 6 Product Approval Submittal Affidavit Z=9� z a 3" 3" 3" s" / KNEEWALL INTERSECTION v €� a "s 3 Z o 3a " 3rr 3a 6" 3„ 3cc 6" s" 6n 6„ Building Address: Contractor: ; W Is22m & m o is �a z m m CL Building Permit: U _1c � g 6 ''$ � a a Product Design Manufacture CE Model # Attachment $ n_ e c N g Z cad°� SPACE - Pressures Approval # v gf,�8 m SPACE Method e w VwW.rDSEM.COM 000 EVENLY EVENLY INSTALLATION OF BUCK Roofing: 2 DADE tl III z BUCK STRIPS - 2x (DEPTH OF W'DOW �%�' 1st Choice COUNTY APP. IKO Industries, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 0 � (�j!/z $ Z o o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. AND/OR SGD FRAME MIN.) GLUE STRIP t \ W/ 3/8" MIN PENETRATION THRU SHEATHING $ /I� Z f w/ ADHESIVE SEALANT & SCREW w/ 3/16" 5 x 3 1/2" PHILLIPS FLAT HD. "TAPCON" GO n. r SCREW MIN. 4" FROM END AND 16" C.C. V _ ROOFING VENTS: ; Z N Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, a ///��� `t/Y c0 ti 6' TYPICAL 2x BUCK Proord a Inc. "Off -rid event" " FL21580.1R•1 ( 1 \a 3„ 3e „ „ 6 6 N.T.S ROOFING UNDERLAYMENT: E _ 6' 3" 3" 6" INSTALLATION OF WINDOW ATTACHMENT � 1 UNDERLAYMENT SHALL BE APPLIED AND E W w 2 BUCK STRIPS - 1x4 (DEPTH 1st Choice P ODO BUCJLDING T OKO HA T- ATU A OR F o c 0 unu 6 6 FL12328-RS 0 6" 6" OF WDW, FRAME MIN.) GLUE R905C1.g IN ACCORDANCE WITH a ` �� n 2nd Choice Y m STRIP W/ADHESIVE SEALANT BLOCK LINTEL - of & SCREW W/3/16" x 2 1/2" PHILLIPS %• , " o LL t o $ 1/2 DRYWALL Overhead Garage Doors: 1- oDy DOUBLE DOOR W/ SIDELITES FIAT HD. "TAPCON" SCREW THRU DOUBLE DOOR THE W'DOW FRAME INTO MASONRY 1st Choice CLOPAY 53W5 _ 0 JAMB MIN. 4" FROM END AND MIN. 2nd Choice +30.0/-32.0 CLOPAY 53W5 (5) 1/2" DIA.008"J JMBOLTS S WITH FL16546.1 ¢ o o G 16" C.C. 8 x 7 FL15279.36 °� 4% m 1/8" SHIM SPACE Swing Doors: 9 DAMS HOMES EXT. FINISH 1st Choice +67.0/-67.0 THERMA TRU CORP. GLAZED 2x BUCK ATTACHMENT TO 8E ATTACHED WITH 3 16" X 3" a DRIP EDGE WINDOW FIB S DOOR INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 +67.0/-67.0 THERMA TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDACONTRACTORS LICENSE N0. CRC1330146 SEALANT 2nd Choice OUTSWING 4 1 m BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE BE ATTACHED wlrH 3/16" x 3" wooD scREws MIN. FROM r✓I I 3000 GULFBREEZE PARKWAY SPACING AND SIZE OF TAPCONS w/ WINDOW TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" 0. MANAFACTURER'S SPECIFICATIONS /T THEREAFTER. PICALALL4SIDES) 0DE < a GULFBREEZE, FLORIDA 32563 TYPICAL MASONRY OPENING Siding: T L 4 777 A,�F, e R . IF DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING 3 FL20403.17 t Shakes NAILS 11h LONG WITH 1/8' DIA SHANKS & 3/8" DIA. HEADS m PORT ST. LUCI E WINDOW INSTALLATION AT SHALL O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.T.S N.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. yV Job Information: Windows: _ 1st Choice 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 LOCATION OF BARRIER TO BE 1'-Der +40/-50 MI WINDOWS single Hung (fN ANCHOR WITH MIN. IJA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL +401-50 MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS IN FRONT OF MECH. OR APP. WHEN REQUIRED zxf ai iNJ,EMBEDMENT Single Hung (flange) FORNSASUFFICIENT LLATION THROUGHPROVIDE 2x BUCK USE 8WOO INTO WOOD SCREW OFBUCK FL 17876.8 R9 3540 SERIES r� 2X WOOD FRAME +50.0/-50.0 MI WINDOWS SUFnEINLENGTH TO ACHIEVE I'W' INCH MINIMUM EMBEDMENT O : UDO,O SCREW. Picture window IN Wool) SUBSTRATE, FL18644.3 R3 BY OTHERS Mullions: m I,_ tell DIA. CONCRETE SHEATHING' M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT6796 CLIP INTO CONCRETE FILLED PVC. PIPE v FL 18504.1 BY 1st Choice MI WINDOWS Mullion 3/16"TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVER 11k 6 z a) M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM LL 0 Q EDGE DISTANCE y O 0, - CAULK BETwE%N<1 FL 15804.2 FIN 6SNEATHING Fixed Glass: o 0 v TOP OF SLAB "xa�RlciR./M EDGE a +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANC HOR c+7 3 d v (� FINISHzrr; DISTANCE 1st Choice WITH M111 11!" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 J N BY OTHERS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD sm Z H U m�^ N d e BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE t _j W J I - PEI2IMETER 5 8 MIN. EMBED. INTO WOOD BUCK. 5 0 00 LP _ _ _ _ _ CAULK il4"t 4x. 3rd Choice / r N N BY OTHERS SHE Soffit: Model Name /Number: Op 1 - II II ° 1 8" BEADED 1 1/2" NAILS 10" O.C. IN Li Z IN, IINI II ° 1 O.A.:WINDO 1st Choice +55.0/-35.0 KAYCAN LTDRECTION OF SOFFIT LENGTHFFITVINYLI FL16503.4 R-3 -C 17p0 f - Ir - 1r I HEIGHT Hurricane Panels: v o VI Plan Issue Date: 16" MIN. DIAMETER EXTE 1st Choice 48 P5F EXT/ HURRICANE STORM G24EH a DIRECT MOUNT. TOP 1/A"-20 MALE PANELMATE W/ in Q Z I V FL16293.1 a 1 c 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121k" O.C. BOTTOM 1/ "-20 SIDEWALK < Friday, September 25, 2020 CONCRETE FOOTING 1st Panels BOLT W/ POWERS CALK -IN mVI KA PROJECT NUMBER: - - - 'a A I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) 20-6601 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING Name: Carl A. Brown Certification Number: FI. # 56126_ Sheet: Of: WINDOW INSTALLATION Name: TODD M. BORN Certification Number: FI. # 82126 A ``J J� N.T.S. N.rs Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER - XTINDOW UNIT P RESISITIVE BARRIER WOOD FRAME CONSTR. - SLOPE TAPE ° EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 03 in :12.0 in OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING \WEATHER SELF -ADHERED FLASHING EXTERIOR RESISTIVE CEMT. FIN. BARRIER SEAL TOPS OF JOISTS UNDER DECKING �� SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07)� WIRE LATH HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST 1. Cut, fold up & temporarlly secure weather resistive barrier above header to allow for fleshing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier PAPER O 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING W PO I EXTERIOR DOOR WITH DECKHSECTIONA IWPO2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER tl EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL (SEE DETAIL WP01) LETTER ON CHEMICAL ' OR EQUAL WEATHER PROOF CAULKING SCORED E 'I COMPATIBILITY i"+ RELEASE PAPER SELF -ADHERED SELF -ADHERED FLASHING, �� • (BEFORE FOLDING, SCORE FLASHING XPOSE EXTEND A MINIMUM 6" RELEASE PAPER ro SHOWN) VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SECTION -A " (SEE DETAIL WP02) SELF -ADHERED FLASHING it DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HU.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. -DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT 3 WP10 SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 2 WP05 SELF-A�..�..�.. FLASHING PATCH IHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER 2 5 4 6 N '�io' 1 4 PPLY A LIQUID NG TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W p 08 AACCORDANCE WITH TIHE MANUFACTURERS RECOMMENDATIONS, BEFORE W PO g INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. $ WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER to7 FLASHING REQUIREMENTS R703.1 General. Exterior walk shall provide the building with a weathervreSlstam exterior wall envelops. The exterior wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a > j material behind an exterior wall covering that Is intended to resist liquid water that has penetrated behind the exterior E' ,' covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SELF FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive -ADHERED barrier, Insulaton, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, PRODUCTS DETAILS architectural trim and embellishments such as cortices, soffits, and fascias. R703,2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive border shall be applied over studs or sheathing of all exterior walls. Such TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches " ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mat). The felt or other approved material shall be continuous to the top of walk and terminated at penetrations and building appendages In a manner to meet the c requirements of the exterior wall envelope as described in Section R703.1. a R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based m Detail Instructions sheathing, shall Include a water-FeslstNe vapor -permeable barrier with a performance at least equlvalem to two layers of Orade D paper. The individual layers shall be Installed Independently such that each layer provides a separate Refer t0 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain to the water -resistive s numbered items in the list of instructions below: battler Is directed between the layers. c 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially 3. Self -adhered flashing can be substituted for building paper nonwaterabsorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle-fashlon In a manner to prevent entry of embedded in the adhesive layer) - for ease of installation and to minimize water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes N Scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 5. Remove all release paper per standard installation instructions and buildingwall complying AAMA or ASTM Class 25 Grade NS or greater for proper joint 1 adhere to substrate using a square piece of flashing material (6" x 6 lon and ohomredlant C12with expansion AAMA R120or other approved standard as appropriate for the type of sealant. a Fluid -applied membranes used as fleshing in exterior walls shall comply with AAMA 714. The flashing shall extend to the Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: y'o 6. Fold as shown bym arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit JL. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of theOT a p exterior wall finish or to the water -resistive barrier complying with Becton 703.2 for subsequent drainage. � �, PQ........ , Q • ,. tight to comer Mechanically attacked flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings E 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: T J ; 9T t� : N 10 1.1 The fenestration manufacturer's Installation and flashing Instruction, or for applications not addramed In the _ ; t!J O fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where # :• OP;> .Y N flashing instruction or details are not provided, pan fleshing shall be Installed at the sill of exterior window and : •, ,,- door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the A A •. S �Q' r�� '� 9 �. �: £ exterior wall finish or to the water resktive barter for subsequent drainage. openings using pan flashing shall a a F P;�•• ''�Q.O ' •' `• • incorporate flashing or pratectlon at the head and sides. • ' �,�0� °% 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or v FMA/AAMA/WDMA 400. 9 hi 2. At the intersection of chhme of other masonry construction with frame or stucco walls, with ys y projecting lips on both 2 v � sides under stucco copings. $ li 3. Under and at the ends of masonry, wood or metal copings and silk. 4. Continuously above all projecting wood trim. o C Go $a S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. B LID IN 6. At wall and roof intersections. g 5 In Do 00 3 c as d 7. At built-in gutters. U GmO 02 Q, Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/R" r`omoni DlnMcr OPTIONAL DIETAIL KEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster In accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1 /2" Unperforated Flange 7/8" Weep Screed -1 /2" Cemeniitious Decorative Finish iry'Tyt�"ay,fT'�'q'i; ems^ - All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 112" Perforated Flange 1/2" Weep Snead Install bottom edge of weep screed 1" below finish floor ry pgq9'y�2jq , Mfill d W13 W Z =C, 0 15 Z Z O gLa6 .QN V av,Wm� AGO z� LL d 0 O a5 ut ,¢°-� as ❑ ❑ O (^'WWW,FDSEAG.CCN Z r - O Q W Z n 7 a y J N C N till m LL w �o 4�NO � o V) W c t11 ZD FCO �3 t� M r U- NE W t 0�p 0 al UmNph�p0T MCI Q N o JA�DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC133014f 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: N n �O 9 7 $ Z WLLJ c N d m N Gs C M .. iu 0 _5 w o Jmun(n wLE a ♦ Model Name /Number: 1780 8 c,IVI Plan Issue Date: d Friday, September 25, 2020 VI KA PROJECT NUMBER: Y 20-6601 � Sheet: W P Of: a WATER PROOF DETAILS I ' mm _ ------ 521'' bath duct to roof cap w/ standard 70 cfm bath fan I 25 SH 25 SH 1 � y��� 10 y "(�X'jWC� ` y�� VRU_TaC&f'�fYCa 60 n +"J TO 10' ELAI q,""'„ 6 �., 12x6 1wed 120 . GEIwc- 1 8x4 lwcd I 25 ' v ' 2FSfi8 R/9H ' 4 I _ x16 rag 16 , 1 s GJ1's 10x10 rag 161.6 i I r � BE[7RC4C3M 2 - 0 215 „ ` ` 2 YAE LIED telutvla - 14x8 1 wcd 8 1 10x6 1 wcd TO L9 FIAT 1 1 - a 65 0! i n 6" _ i :Jlz 4 x4 d '� 1 �nrsuaZ rr i ; .5 f--RJS-._o bath duct - --- f l 18x18 f r g '..... to roof cap $ea ` J 10x10 rag w/ standard 70 t� i I cfm bath fan 1 6„ 10x675wcd 5! 1 - r 4" 55 r - �..__.. 8x4 1 cd_ vL, r. --F LOCATION 42X42 A/C SLAB vrui_ fu CEILING u / -- - --i I D61. srHrt � If tik � ; o io� f! �� __. R M I N Vpi3LT D �:� <s B Y B L D -�� ILIf G; r, TyRoe _ - 2' FROM WALL r j - tiVT W 12x6 lwcd f 180 7 EF61t __ - - lYY.H - s sH Ji r 7„ • . ••• ! PJLL USW STAJRS 145 - ` OCATEtRti¢FLa 4" dryer duct )_ 12x6 lwcd ____..___..... to roof cap ±a - - -- ` + - i '� w/dryer vent box rot r , VAUITED Tp 90' ATr i; '� $'fl" CEELIFIG £L£V ------------------ (A) v v iv i ENTRY 2.5 TON W/5KW 0240V 1 PH Isz --f Ma'CrMULDOUR 18x10 plen Si:'zT' GARAGE DOOR scale :1/4"=110° NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED platform by bldr 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN AREA CALCU!: T NS I 12 tat R_DOR TOTAL LIV114C {AQ 1T8O &F. 1780 S.F. .2 GAR°.(S 5X S.F, n av COVERED ENTRY JIRS� E F. S$41 CC'VER D PATIO/iANAl 117 S.F. 10TAL AREA UNDER ROOF FILE Rating v s , O I� II 0CZ i. I �(\\ O 0 O ''IS L< Imo- 1L � �I S V/. M 0 w w � Q LU U) z LU O Z O V) T' L 1r ' W U U ~ Q ® Q O 0 O m `,D 0 I ry Cn +� m LU z ® W J Q F— < 0 =5 Q G:a. ■ Must, have a minimum clearance of 4 ies around the air handler per the State Energy'll code. All duct has an r=6 insulation value.