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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX 10�DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT 1\10: TI I i_E TERMITE. PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, _- ..._--_..-_ -- -- , ' \ - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OFERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OFTREATMENIT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24".A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS). A SLUMP OF 5 PLUS OR MINUS 1% AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2' TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES. SHALL BE NEW DOMESTIC DEFORMED 13ARSFREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615MGRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BYTEMPORARY STRINGERS. DOELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT (EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CODE ACCESSIBILITY S (NECEDITION (2017) FLORIDA BUILDING NATIONAL 43 BULLFPA 70-14, NATIONAL ELECTRICAL CODES (2014) CR 6TH FBCR Ch. - 4) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE -(ACT 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE- (ACT 301.10) BUILDING. CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE ALLWORK SHALLREQUIREMENTS 2.EXTERIOR COVERING MASONRY WALL CONST. WITH THEEREQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE:. W (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (6) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH A7TACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED MEfAi OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1 112" LONG, 11 GAGE NAILS HAVING A 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C94014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI if In = 1500 PSI) 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 30DO 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. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 1.92. DIA OR 1OFT,. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE. TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. TYPICAL 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOCODE. GROUT SDAYS AND HHALL BEEF1-USH WITH TOP OF WALL.NTRATED LOADS FOR (7) YS. PER CODE ACI 31&14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) . FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/12o TL/240 TL/240 TL/240 COMMMENTS: 7/16" HEAD, OR 7A' LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF 20+7 FRO R703.7.1). R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" ENTER A L ROOF GENERAL M LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2, ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, AT WALL ADUTTERS.00F INTERSECTIONS • AT BUILT-INN WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES. U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. ALONG W NAILING INFORMATION OTHERWISE: 9.. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS 0 G / G Po FLOOR SHEATHING: ROOF DECK: PLYWOOD T&G AC GROUP 1(APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 5 WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 1 /32" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT. EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 SO 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: VVIND 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 ISM AND FOR 2 STORY HOME IS 3OF7 ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA . ® 5 O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 4 ® I (-) 27.1 (•) 31.1 Q - (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'C" 16'-O" x 7'C" (-) 51.3 (+) 24.3 (+). 23.3 1 (-) 27.5 H 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING. CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS a 6 TRUSS LAYOUT S-1 LINTEL PLAN N S-2 DETAILS „ o S-3 DETAILS S-4 DETAI LS E S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 3 M-1 HVAC a te`eaiaaee,ttirrr j t .� - 1e`sQP� �,N S C • ion, * «� . v $T861Q ti • � E =� '* ^ O tW: LU m a Z r C4 ST o N Q: {� 94, 1%NN >t O z m v p � V c o O 0 a m J] ii c m E a c SQL rit ELg 2osw F W NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DIL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORDLL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g ml 1 aA,-a-] , BOTTOM CHORD DL 5 (PSF) guy B 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE. SECURELY FASTENED TO THEIR. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER ,F R o 13 STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OFTHE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING m -GRADE LUMBER AND ITSFASENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCWTION. ar o Z e d 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE. STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 80 (PSF) COMMMENTS; �, g $ S c s J a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. MANUFACTURERR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS BALCONIES/ DECKS 40 (PSF) °S $ Z4. BRIDGING a 5. TRUSS ELEVATION AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. EB MEMBERS AR NOT SHOWN, BUT SHALL BE DESIGNED BY BALCONIES OVER 100 SQ:FT 125 (PSF) g m o - LIGHT STORAGE 125 (PSF) 9 wxr;,,rcymecpj' 1111 ClTHE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 2 6. DESIGN` SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES �2 - .READING ROOMS 50 (PSF) U' 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS -AND GOVERNING CODES. �' z � SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) m _ • - `P""`��+ ^ "`I'�' r AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL O HAND RAILS (d) 200 (PSF) z N g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) { Q .2 S. THE TRUSS MANUFACTURER. SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 'i 5 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) $ a STAIRS 40 (PSF) `- - On UPLIFT CONNECTORS FOOT NOTES o M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED it. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEArytING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT. FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A to w 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 . �. a m MORE INFO. WO c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: . 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. tt Is the Intent of Designer/Engineer listed in the titleblock of these a a, t o 8 1 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed' �. 0 PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionels clear information. Every attempt has been made to �! U is 60 R 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to FS c v THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢ N o e°u 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 00mmeheement Of any work. The Designer/Engineer are not ` PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to h A DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the construction. All construction MUST be in accordance to the TO FOOTING). c 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) sA"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 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 d 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 Assurance Manager immediately. No backcharges will be considered 3000 GULlFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS; FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMIO W/ (4) 1/4 x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. .for reimbursement by the Designer/Engineer without advanced „ PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED M. THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. a GULFBREE2E, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEPoR ANY REASON. Payments will be made In accordance to the terms of the agreement. MISSED, CONTACT THE FOR FOR SUBSTITUTION, DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ♦ Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB. STUD LOCATIONS. o MASTER REVISIONS DATE DESCRIPTION WMA \DAMS _ HOMES O i LIJ N W Of Northwest Florida 2� ei ei Y J N p-jw� o un f v�S n VI Model Name / Number: 000 GULFBREEZE PARKWAY GULFS EEZEy FLORHIDA 32563 �EV EWED FO � 1S20 CODE COMPLIA ♦ Plan Issue Date: STY. LUCIE COLIN Y $ Monday, November 2, 2020 BOCC m ♦ KA PROJECT NUMBER: m MODEL IE120 20-i926 T ' c Sheet: � Of: FILE COP r9k-COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE FF SEE PLAN, z r, 16"; (2) #5 REBAR FM01 SINGLE STORY FfG REINF. SEE PLAN #5 REBAR T LEAST (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24"CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE „ 8" OPTIONAL CURB FOR F.F. VARIES LAPPED MIN, 6" AND SEALED. _ MASONRY (0 ELEV. ° 4" 2500 PSI CONC. SLAB W/ 6x6 10/10 W W F. OR MINIMUM .75 LBS NT.. "• '�- W/ (1) - #5 BAR CONT. ' OF FIBER PER CUBIC YARD RBERMESHIFISERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER414 FOR RBERMIX, OVER 6 MIL VISQUEER VAPOR BARRIER & TREATED FOR TERMITES. 2 STORY: 20" X 20" • INDICATES FILLED CELL W/3000PSI CONC. FROM FFR. TO REINF. '.. W 3 - #5 CONT. v BEAM W/ (1) #5REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( 17"EMBEDMENT W/ 25" EXT. ABOVE SLAB. SEE PLANDOWELS ) # 5 REBAR CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. BEARING EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE SECTION � GARAGE 1/2" = 1'-0" 1/2" = 1'-C" FM02 U.N.O. ON PLAN. NO WOOD STAKES PERMITTED IN FOUNDATION. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ,DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. ALL FOOTING SHALL BE MIN 12'. BELOW GRADE. MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB '0 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 1-. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: '.. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF 05 OF MAX FOUNDATION DESIGN. SOIL TO BE COMPACTED OAT DRY DENSrFYAS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL FM03 THICKENED EDGEI BEARING CAPACITY OF2000PST. (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL ClThTINl: C!'.I-IFfll II F RECESS Al GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M.EACH END, TYP. GAR. FIN. FLR. _ ak% • I ALIGN DRIVE W/ BOTTOM OF 2 STORY: 20" X 20" RECESS& PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP WI:(3 - #5 CONT. JOINTS 10' O.C. TYP. 16 (2)#5 REBAR 0 @ GAR DOOR i/2• = r-0" FM09 SECTI N 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN 8" 4" 4" 16" 4" 245 REBAR FM11 STEP DOWN BRG. 1/2"=1'-0" FM12 STEP DOWN NON BRG. SEE PLAN I" OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"x 4"x 16" o N ELEV 0'-0" WITH CURB 1/2" = 1'-O" SEE PLAN TYP. SEC. LIM SIZE DEPTH REINFORCING CAP. 0s F1.0 11-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2 0 2'-0" X 2'-0' IP-0" 3 0 E.W. WT. TWO P2:�5 2'-6" X 2'6" 11�0" 3 #5 E.W. BUT. 110DO F3.0 3'-0" X 3'-0" 11'0" 4 #5 E,W. SOT. 15800 F3,5 3?4' X 3%6" 1'-0" 4 #5 E.W. BUT.. 21WO F4.0 '', 4' 0" X 4'-0".. 1'-D- 5 #5 E.W. BOT. 28000 F4.5 4'6" X 4'6" 114" 5 #5 F.W. BOT.. 34500 F5 0 5'-0" X 5'-0" 1.4" 6 #5 E.W. SOT. 42500 FB.O e'0" X 6•-0" 1'-0" 7 #6 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING #5 BAR CONT. 8 (G.C. VERIFY)'- 0. (1) �I �I Z .�. •F REINF. .F. - (SEE PLAN) #5 CONT. 2 r # 2 #5 BENT BARS W/ INSTALL LINING •_„ ; MATERIALS PER,, w v w w w v MIN. 25" LAP SPLICE °16" FBO-RP2709.2 MUDDEDFLR. (/ ,••; SLOPED TO DRAIN MIN. 2 #5 CONT. FM14 FSECTION @ RECESS SHOWER 1'2"=r-0" FM18 TYP. STEP FfG. DETAIL ALTERNATE: GRADE REINF. THE REINF. BARS SHALL BE. #5 NT REINF. SEE PLAN CONTINUOUS AROUND CORNER SEEFlVD. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" o c - CORNER BAR ONE N .� FOR EA. HORIZ. w " REBAR, TYP. U.N.O. . , .. (2) #5 REBAR A/C CHASE 2 STORY: 20" X 10" 4' PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2' =1'0° FM23 TYP. FND PENETRATION STEMWALL SCHEDULE MAXIMUM FOOTING DIMENSION STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2''0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" - >2'-0"3'-4" 10" 1.0" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" J-2" 32" 32" W/ (4) #5 BARS 845# 4'-0" 16" 16". 48" 4g" W/ (5) #5 BARS CONT. & #5 0 18" O.C. TRANSV. 1182# 2'-8" SEE FOUNDATION PLAN FOR f.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV.'MA)(. F.C. SPACING (O.C.) W.W.M. TD BE TIED TO #5 CONT.RESAR (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF, BAR-. #4 TURN BAR • STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED I EA. VEFT` AL REINF. FIN GRADE -8' MIN. TO TOP OF STRIP FTC COMPACTED CLEAN Fl� IN MAX 12" UFTS .� STRIP FTG. W/ QTY OF REINF. PER SCHEDULE / 'MIN. COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F C. ABV, FDN, WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM r-SEE NOTE #e 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 'tee. FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" - 16' TALL (TYPICAL ALL CORNERS) B.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. r *SEE NOTE 5 8. R.403.1.4 MINIMVN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR ASREQ'D WHEN STEM IS OVER 4'-0" TALL NTS c i 12' 10" 13' 0" FM19 3' 8" ,. 4' 0" 3' 10' ,l' 4" TYP. ®� 13' ■ ■ ■ ■ ■ _______ ___________I__________ ___ ___._ ■ ■ ■ HOSE L ___________________________________ i BIBB 3 ' I FM11 'r I FM11 I ti 1 3 I 1 3 dI1 O O 1 ' � F2.5 � -4y F2.5 ■ ' 1 60 � S7P DN. 4- , ; ■ ,___________ _____________________ _____________ N 1 1 ' 1 ' F ' ' 3 ; I TUB UNIT,.' W.C. o� ■ LAV. �� I _.1 LAVII0 I of Ij1"----- L28-- ' 3' �� N -.� LAVrrCINI -1 0 O `I4- C.W. `�, I r 1 TUB STYLESVARIES I 1 .VERIFY DRAIN I ; 0 ; LOCATION ;f I I I ; a I 3G. , I v I F.G. i �SHWR I 24' 8" , 12' 10" 22"■ )"SINK ' I ' 1 1 I ■ , ' PROVIDE CHASE o FOR HVAC UNIT ' ' VERIFY LOCATION b i i 3, 0" 7' 0" r- I �• I ' ' i ,,• WASH I I I I II I 1 , COMP. UNIT I 0 (d I I I I I; I. ■ -- ' FM01 r - -1i1; 3 V 1 ' ■ ■ mSTEP 1 V '^ ON. FM11 ' FM12 I wo� 10 1 w L -------------------- N ■ ■ t' g °. ■ FM02 I ; STEP ON. 5rf2" ; I o , I I 1 00 W I UI C1.- U I e O `-------------------------------� a ;- — - — - —o — " — - — - — - — - — - — '- — - - --- — - — ; � o _ fq � N I I ' N ■ , aR 2 8 7 0 3' 8" ' ' O , I - d I I : ■ ■ ' I ' I I FM io 3 , ' o a I FIV109 I F2.5 3 ; HOSE (o 3 BIBB --- -----------• `-- ------------------ -------------------'----- ■ ■ ■ ■ ■ ■ --- 4- 6' 4" -(2) #5 BARS. W/IN EACH F.C. TYP. ® EA. SIDE OF OPENING ri 16' 0" 2' 0" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS J FILE c m 3 Wj n � ``ampTariRrraa27 cv J • No E I 3 imp LOP.• ° p S ! O a a aere'.eeaam o £ W o L C ' 0 v v n c E v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: o N N 0 V z V , . 1 W UT i m i \J �i r N 41 of I 0 _I LIJ o Lo m (n (!) N N VI Model Name /Number: 1820 -V7 Plan Issue Date: Monday, November 2, 2020 v KA PROJECT NUMBER: 20-7926 ` Sheet: A 3 Of: 0 IOI FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GFNFRAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820x31. 5460 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 & RECEIPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10„000-10,000 A= 24,010 NVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS QP 100% = 10,000 + 4096 OF "A" = 00 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS _ 165 ASSUMED EDGE OF WALL Q 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 3"VTR 3" CLEAN OUT, LAV _-2- TUB W/C 2" VTR LAV LAV 3" W/C DBL SINK TUB V'1/Dt�`,P. 2" 2" IL_lIJ 3" 11/2- VTR 2" TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR BIBB Ii' INSTALL FAN INSTALL FAN BOXPREWIRE I BOX PREWIP € WP GFI INSTALL FAN ---- --- - ---- ------------� - _,�BOXPREWIRE -------------- 1 , I I I 1 I I iI I L CM II I , I � i GFI I I `, I i� GFI o Lc I I I I � It / I , --- ------ — INSTALL FANCY BOX PREWIRE } ! PREWIRE o I , ' I / 1 , I I I .'� IG 22 RINI .d. GFI i' GFl F1 GFl+ I -------------- ------- --- 220 \ ISP - - I \ ' FOR D/W MICRO/ I HOOD I I , 1 p CEN,IOFWALLI I �. �' •",� z I 3 � I cwi I , I r. - , 4 1 VERIFY 1 I LOCATION I GFI IN FIELD I \ ' I � — JJ I — `L _ — D�ISyICO�NNI�ET (j1GF1 GFI I ) 220 i - I PB ELECTRICAL GELA 220 �. CM PANEL 42" AFF\ W.H. \ I_6 ' I ATTIC ELECTRIC INSTALL FAN _ ' \; �" \ \ IF REQ'D BY CODE ` \ x W F BOX PREWIRE Zz I . a 0p ¢ 00 y ' I BELL \ \�� �. --'—_�_ ��>2 ' I WP I GFI @ 6 GFI GFI iii z m M o Gil' 42" AFF o m Ln o FOR GARAGE FOR GARAGE a m o a „ DOOR OPENER DOOR OPENER z � a o m r-------------- '_-----I NOTE: KEEP COACH LTTES OUT OF ING, QUOINS, AND ROUND�- ---------------^-' � ' COLUMNS WHEN POSSIBLE. REFER TO ELEVATION COACH' FOR TRIM. LIGHT GFI 1 42";AFF , 1 COACH COACH -.-------------------- -.-,.____._.... LIGHT LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' =1'-O" ALL ELEVATIONS BIBB 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. ALLTRIM 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 Oth 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 R314A AND LISTED IN ACCORDANCE WITH UL 217 S. 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 REQUIREDTO 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. Sl. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IFTHE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OFTHE 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 CM SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �n- TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET o 1.10 VOLT SPLIT SWITCHED OUTLET y v GROUND FAULT INTERRUPT I2 to DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET @--- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N� T,V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER J RECESSED LLIIGHTING THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING -(�- BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE IVERIFY FlNAL AMPS NEEDED SAME AS UNDERGROUND LWITH ELECTRICAL CONTRACTOR 200 AMP SERVICE � 200 = 210 COPPER OR 410 ALUMN. IN 3` CONDUIT "' METER MAIN DISCONNECT 200AMP A/C DISCONNECT UNDERGROUND SERVICE 6Y POWER COMPANY - # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL. #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FILE ImI 2 i= c E 0 y IQ/� 8 A-) E% r NN C �NO�jjNO y az oIL Q a� mo EF�g g" al8gm � c m m r 9-9,9s zn d Qa. Qe9 ❑ ❑ ❑ WWe1'FDSFNG COM N z � z N pQp z n O 9� z E z N $ R VI O M v�� •`y E 4� W 'O 2 U v w O O Ln r C _7....._ a6 U — cc4 E r— aWp v D a = N U Mk �a 4 I I NO. CRC1330146 y FLORIDA CONTRACTORS LICENSE 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 c DIVISION LOCATION: PORT ST. LUCIE 8 � Job Information: c a n n 0 N m a X C an W n . d r o cn m r m o qj J a O J Ljj r) M U) (n LL OD N Model Name / Number: 1,820 Plan Issue Date: Monday, November 2, 2020 gVI KA PROJECT NUMBER: 20-7926 Y a Sheet: 4 Of: t ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * LG4 = net sq Inches of venting needed equally for Intake and exhaust r OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. VV OW HEAD io 48" OFF RIDGE VENT DBL 25 SH TOP OF I O w FIN. FLR. J--� 1.2 66 __t6 BEARING 0 ENTRY —TOP OF BLOCK_ _ 0 0 SMOOTH DECORATIVE BANDS RETURNS 00 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "B't SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT ip 25 SH FIN. (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-D" FLR. I GI 48" OFF FUDGE VENT FIN. FLR_ DBL 25 SH BANDS CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 11 33/2 SH S.L. AND 16" H TRAIN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS Soffit product provides ^':i 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented(5F) 2409 s.f. Totalneeded for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Uneai S.F. provided ay plan 209 1 'ri 'T ELEVATION "1311 SCALE: 1/4" =1'-O" UVtKHLPD WUK VVtKtt tAU UVVK FRONT ELEVATION "B" SCALE: 1/4" =1'-O" TOP OF 1 — - LFIN. FLR_ FILE Cl LJ u3 E k G ggN o ��. '. LUS N y_ji Y 5 k U E 12 tL`, Alit D j C O D 3 D 1 R p E E ¢wgm u0 00 s .S�q gI�8� �S�F , aynmZ cog �5 ED, III�7 .ij 0S _ ¢ Z 'e ¢a to o ggqLL 0 a� � �� �.�V vnxv.FosErve.coM ❑ ❑ ❑ w z p S z8 si J D O (0 In fillivoils, O �z C 1- M g m � 4--r c •O w J m � r- c U ENE LJJ . SOD V �o d. AdOD � Y M %"�➢ Q N O OO W 3 DAM 11M HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: N PORT ST. LUCIE ♦ I Job Information: m a N m w a C to g LLJ y 0) >Epp rl U apt W z ®JW�M� • '��' J N `� Jmc)(n ♦ Model Name /Number: D v 1820 SVI Plan Issue Date: d� Monday, November 2, 2020 a wVI KA PROJECT NUMBER: 20-7926 a m Sheet: � Of: N ELEVATIONS 'OR: ADAMS HOP CONNECTOR ID ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING JI� 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TS03 I USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16" OSU SEE "HIP/P BLOCKING" EQ. TFTIT W O CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TB04- - - " X" BRACE SEE )VIDE DETAIL TB01 a 0 COMPLY :OMENDATIONS _�l i ATING OF � 4 AT - - - IDGE - - - DETAIL O Q O Z ul a JDO DO Q o � � Q a EQ. F- 'G TOP & BOTTOM CHORD GABLE END BRACING 4'-0" D.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 IF EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN TNTs71 4 FT. L-_.____________________________ ________:.__-_________________. 1. 4 Fr. 0 , 4O ' 1 O' x I' __----------------------------------------- 1 O ' O 5 FI. � I 5 F7`. 4 Fi O2 1 ------------ ---------------- h I .®I 4'Fr. O O 4 Ff. O O 4 Fl O3 ROOF NAILING ZONE DIAGRAM O NAIL AT EASE2ROWS @ G ROOF NAILING SCHEDULE: Q NAIL AT TOP PLATE TWO ROWS @4"O.C.W18dCOMMON NA)L NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @.6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD (NOTE: IF 5/8" PLYWOOD.IS USED, CONTRACTOR MUST USE 1 Od RING W/Sd COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN, (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) Sd NAILS FOR WALL SHEATHING MUST BE MINAS X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATrACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 1NOTE: MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMY/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2X TOP PLATE 15/32' OSS EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING u u uI I It it II SOLID 2x I I I I I It 11 11 BLOCKING @ ALL II II III IF II II 11 SHEATHING m II H III II II If II I EDGES (SEE 11 II III I If 11 J I SECTIONX-X) 0- PROVIDE I II III OPENING III IIILI I t7 BLOCKING AS 11 III - REQUIRED PER II - _ III I I II II w SECTION X-X IF II III na. NOT FULL N HEIGHT SHEET II II III II II II � o W II II II .r, _ - Ir I II II II I 2xSTUDS O 0CLi w I) II II II it I II I II II II IIBEYOND. 11 1 IIII o e0 o %n II II I II 11 SEE PLAN -a W Woo~ ® LOOR SYSTEh 111 1 11 It I II I 11 II II U. y LL W LL SHEATHING 2x4 P.T. BASE PLATE BEYOND 2X RIBBON VERTICAL HORIZONTAL SEE PLAN OR BLOCKING WAI I ELEVATION DIAGRAM BETWEEN "S" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X:4 #2 SPF /g^ TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA END. NAIL I I FLITCH PLATE TO VERTICAL 4" I S S 12". W/ (4) 8d NAILS • (2) 8d NAILS @ 3" O.C. 5 /2" ALTERNATING STAGGERED SIN . NAI D PA IN - DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MART( TYPE CONNECTOR E FASTENERS SPF BW CONNECTORBFASTENERS OFF SYR OR TRUSS BRACING© AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 O FRAME TO MASCINRY �h MOW(%INX1112� Y810 OR 'RMA2DW(10JiMzi�M INNS IM F CEO MSAW(IDMo NAILS IN 565 RVAW(l01MNAILS 516 SASS © FFRAMEO lw2W(1S)106 x1BMAT2RYTRUSSE6 O30 tOW Ri18-2 III B ISAT 2YP YTRU86% IN1080 O FRAiV TO FRAME MTM2wAl4)lWxIl&'LATEXTERIQR BED LOCATION INCWDE(3) IM TOENAILS) 6BD M11NUW11QiM.11w(ATEXTERIOR LOMMONINCWDE(3)VIMENAILe 1005 1195 FRAME TO MASONRY MOT wR22)l Od NAILS D W A.T.R. W 1 T AN EMBEDMENT W SIMPSON'Ruff EPDXY 93 OSSS MWT16 W12S)l W NAILS AND 618"A.T.RN 12ENDODf1EMWSIMP80N'8E1"EPDXY 3330 44W OFRAMETO FRAME HT820W94)1WX11Qw(ATEXTERIM 1126 LOCATION NCLWE(312cl TOENAILS ,810 HnMWE4)IWx11M(ATEXTERIOR LOCATION INCLIJ WTOENA6.3 1285 1630 FRAME TO FRAME (2)HT32OWR4MIMx1 VT(AT E%TERIOR LOCATIONNCLWE(B)I TOENAILS 22SO 2620 (2)MW3Ow44811W x Y 1MFAT EXTERIOR LOCATIONINCWDE(S)IMTOENAILS(EA) 2370 SOM OFRAME Q TO 1AWONRY' HW2w/(16)I0INAILSMA(2)SW A.T.R. WI7EMMOMENTWSMP80N'9ET' EPDXY(HOT3 FOR }PLY) 10690 IUGT2 W(IB)tOe NAILS A6ID p)&e"A.T R. WiT EMBEDMENT W91MP90N "SET" EP0X1'(M (3T3FORMY) 7020 9700 O FRNWTO MASONRY FGTRWVS)i/PX782SWO0DSCREW3 AND f41M. W TITEN HO ANCHOR BOLTS MOO 4725 RFUSW(12)WS3W00DSCREWSAND (4)W4-.TWEDOEdOLT 7100 QMAME TO (1) LGT2 W (1O) l W SIP60ERS a OI W. 2d9' TTTEN 2 1750 20W MASONRY D ©2 PRAMETO MASMRYI FRAME (2)LGT W(32)1WMNI9B89 i(14) IH'x21N'TITEN(2PLYrRUBB) 350DM CW(28)1MSINICERSFORFRAME(EA) .8240E 40WM BrxHF (2)LW w(22)IWSNKER9&(1% IW x3'WEDOE-BOLT(2 PLY TRUSS) DR(MM ONKERS FOR FRANF TA) 3100M OBODF 91WM 462W O3 FRAME TO MASONRY FRAME 0)LUR4 W(A)1/4'.3' BIDS SCREWS &(S)MTx9'TITEN(2R.YTRU66) 4730D OR(62)1WSNKERSFORMANIEO7Aw1t WOo.AFi f21LLx3T4W(24)lW.21YTWw SCREWS& 14) W x 7 WO I2 PLY TRUSS)) CR(S611MSINKS,SPORFRAME(EA) 64B0.F 77 104 BEAMTO HWIOOPTM lOw1(1W1Ed&O011W GI2580 HNIOOPTH 101FW(29)IWA(10110d G005E81 O BEAM N411E aim NALS UM951 - - - BEAMTO HU410 CPT HUC410 WIWI TITEN QwOD MD4100PT/D41011` W(2) 1N"x 3'- GP3151 O MASONRY lWaS4-ADm1WNAIL9 11I180a wEOE.BaTa, YMNAIs wW69 L2 BEAMTO MASONRY/ HWSOPT HLIC46W(a) 104 NAILS B wwo (12)lWx2U/ WEN(MMAS) LMOSO W:M00 MISS ND480PT HUIBW(8)10d w4L9& (12)1Wx23/4'T"WNSITOMAs) GMam WIRY FdFY011 11060 FRAME q (12) IM&HH10d(FORMAME) SYPF BYP.M M(1211W3(a) IWIFORNUAW) SYPF SYPA O FRPMETU MASONRY (2) HETAI8OPT(2) HETA20 1f YW110) IMxl 1MCR 1M20 ZPLYW(12)1& 28M IM 2385 (2) MA1S OPT(2) HTA20 1fLY WLy.(1.11M OiH (lo)l2)1M 16Y0 1490 0 FRAME TO MASONRY HT I8W(S)IOd NAILSAND(4)1PFx2ll" OSS TAPCON9 OR HTeM2➢W(10)1WNAILSAND(4)1M1Q1W SW OO TAPNB 1110 1110 HTWMt$W(8)IWNALSAND(4)1/4'.18M' WEDGE.BOLT OR HTYN20.1(10)IW NALSAND(4) 1XV OM' WEDGE.BCLT 1146 114a I m ,226 ©FRAME TO MASONRY HIOSW(MW%I Ir NAHSAIDCBSMX4" WAN HD760 $10 TO D8CTTMZW WIN"X1 IM SDBYDOD DT aw(B)1R'xl IM11RI15MD00 CIOFRAME MA90NRY REW6AND(t)109A.TA.EPOMEDw/ 1633 91MP80N "SET'SEE NOIE64 2145 SMEYASAD(i)1MOA.T.REP0XIEDW 81MP80N'Bi'1'8EE NOTEa4 1510 1935 FRAMETO HTTEW(26)16dWIWNAILSAND(I)Wff MMW(26)10d2VT NALSANO 111 ® MA90NRY AT.REPCXIEDwl SINHWNSEr 075 IEEE NO III EELOW) WOO SAPSAMIPDXIEDWISIMPSCN"BET IEEE NoTEM SSSLo" W45 FRAMEM H 4WOd) 16d a Me NAILS AND (1) Bla- a HTT46W(18) 16tlY2 VT NALSAND (1) © MASONRY AT.R.EPDXIEDwl SIMP&0NlSEP 3640 (SEE NOTEM SELOM 4235 SN-9AT.R.EPDXIEDw/SISPIS0N%ET" (8E£ NOTEM BELOW) 4180 O FFRNE O "INW(24) 1M.111TNAIL9 785 910 WGTI N(23)Mxl 1/TNALS 176 IM O FRAMEM HMVNTN(4)1Nk11R'8034WOD 760 7W M/8N WHID x1 IMd MON6 1305 1895 MASONRY 6CREW6&(5) INN 1l4' TAPWN6 13I.I ( IN`xl POONIS FRAMETO � W(16) 114'x8' ISO$ MOD SCREWSa 0 MASONRY (1) WB'9 A.T.R. EFOXIM W BMPSON•SET SOW 4WD W 1? MIN EMBEDMENT TO (?)VG'TW P2)1KST $OSWOODECREW$ ®FRAME MASONRY 8Tn&e'D AT.R EPDXIEOW MMFSON alM THIS SEPwllr MI%wBEwENT OFRAME TO Y4RN(ie>v4'XY•soswDooscREwss HDW9 5w/(10) 1W i2 IRA ON WOOD 3285 4585 MUGTI5W(Y2)iM NNLSa HTTg5 w/(18) 4160 FRAME SCREW88(1)62'9 AT.R. tM NWIl88(11 MI'I0.T.R. TO (2) HTTS W(M 169'.2 YM NAILS A `WSQ (2)H wi WIa2)164X211T NAIL SODS OFRAME Y FRAME (1) SMI AT.R (BEE NOTEM) 4375 &(1)MCSAT.Ft (SEE N01E.L3S .0.9 ,TIn VMMNYYx , i. CONIEUAW FLOORTRUSMS TO INTERIOR BEARING WOOD WALL6l BEAM6wl(3) INTOENAILS. 2. M1TRU38TOTRUSSCp CTIONSMEMMIMDBYTRUSSMMUFACTURER,U.N.00NPIAN. 3. ac. AYUSEERHFAMMPSONOR UBPCMNECTIMS,6EEFRAMINOPLWFORCONIEOTORCMJ.OUT. 4. FORSIF EPLYTRUSSES,3CMB NLLh GHTSYPM2W"70TRUSSVERT,CALWMW(2)MWBOFlQd ML8f3•O.C.STAMMED. 5. 1T MN. A.T.R. EMBEDMENT 9 CMU BOND BEAM U.N.O. S- BUS TRUSS CHORD W 4'4T a. 42(IIATCH CHORD LUMBER 308).1 M ROWS IW 04 FROM END A Y O.C. STAGGERED. CENTER AT CONNECTOR LC MMM AS MICE IS P083BLE. AO MIASMA CONNELTION UNOON FRAMIIxiPLW i. CONNECTION FOR ALL ROOF I FLOOR MWBES TO MASONRY WALLS/ UNTELV DF WALLS UNO ON RAIL 7. CONNECTION AT 24°OR WO.Q PENOINIG VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812R3.1 FOR MOHE INFORMATION 3. WRNECTMN FOR ALL HIP JACK OW12IER JACK) TO MASONRY WALL83CF WALLSAINTELS 4. CONNECTION FOR ALL CONTINUOUS NIM BOARD M TOP OF MASONRYAT W O.0 MAX W(2) AT EACH CORNER. QC. TO VERIFY LOCATION DOES NOT CONFLICT w/TJl OF APPLICABLE) LAYp E. CONNECT ALL F/DPR TRUSSES TO INTERIOR BEARING WOOD 4YALLI9EAMS.w1(2),W TONAILS BO MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. conNEcnaNFaa JACKTRuss Tow000wAU DR BEAM © MINIMA CONNECTOR UNOON FRAMING PLAT) 1. CONNECTION FORhLLTRU99E3 TOIMERIOWEXTEPoOR SE9RING WOOp WgLL3 MDlOR BEMI3 ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE.1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #r2 SYP WITH (3)10d TOENAILS EACH END. THE. SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE .CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT.. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE. FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL. SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE. -CHANNEL 012" O.C. G METAL DRIP EDGE + 2 x SUB -FASCIA o ALUM FASCIA I CONTINUOUS VINYL ®G.G. SHALL VERIFY SOFFIT MATERIAL CAPACITY:To RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" �i D oOeP_G�F� C J F FLOP. L 0,�°4� �S,51 O �Pa AA[7181� ISnL E s OD $ yyyy8(ggqqwJ e S6Eal q pp�4LO ID �JJ n16 OD P 9 g}$ Om ra(V LL� IyoN E} tlN IONa L w w 4t 3 " a DO _ 8 c d a 2222 Z Ge Y O gd�� ®SE� 2�eRs WIFigW� m aN o m 0 O a s WWYDSENGCONLo u ❑ ❑ ❑ 0 M _ O CD pa { Z O t ZY l 3 Q J N N $ C4 v, m (D4-J 0 Q C E M Q 1a Ln w : it F (A= �cl) � NE O w OT O V S A Urn s I� A DANhS I HO E! 57 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 u 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: n9 'a 0 N v 3 H ut r M m a o Z N L0 LL C w d J Q) o F" V m ®JLLJz o JM0(n Lo 0 a . Model Name /Number. 1820 TI Plan Issue Date: Monday, November 2, 2020 g KA PROJECT NUMBER: 20-7926 Y Sheet: Of: N _ ROOF PLAN D LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25". LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL; FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB M502 TYPICAL SHEAR WALL SECTION N.T.s. TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6)-10d X 11/2 SP6 OR SP8 FOR 2x8 AND 2X8 WALLS 6 DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I P.S.I. CONC. W/145 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHWWALL EXTERIOR. FRAME WALL 8" C.M.U. 1 2"x 412 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 l' (8) 2 7/8" HILTI TD(-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/Snv T EAR) WALL TO N.rs. #5 REINF. 20" MIN, LAP BAR A #3OR#4 REINFORCING BAR tee. #3 P. #d I AP CPI ICF 25' MIN. LAP #5 STD. 90° HOOK #SREINFORCING BAR #51 AP SPI ICF MIN UP #6 REINFORCING BAR • GRADE 40 U.N.O. #8 LAP SP IC III REBAR SPLICE DETAIL GRADE 40 ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING If ROWS 2 x 4 1/4" X 2314" 12" O.C. 1 2 x 6 1/4" X 23/4' 12. O.C. 2 2 x 8 1/4" X 294- 12. O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ' PRECAST W iUINTEL _ i w ' a (2) 2X P.T. i > BUCKS W/ BETWEEN ; FASTEN FT 2 i NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N-T.S. O H O ALL ELEVATIONS IdR' ELLiR •r• CMLL b1 Arpo m - O oc Llxia csvnr erortoH Rewowmlba ws'Aena. e'pw°m x unm_ NAMp! I YroWvaL Wnrx ' TYPE D'cbIbNARON r. ruLm uMr aaatmu•usm.m fJrro" cf b 6FplA 4r pbfrOH 6 LM6L CAMv S1rfi6-1B/IT xwlmd. Worts J L OIb nwiwu imaxr ioasua �Ar nor MATERIALS 1. fo precast llntele = S500 psi. 2. fc presimssad llntela=6000 pal. 3. To grout = 3000 psi W/ maximum 8/8° agregate. 4. Concrete masonry units (CMU) W ASTM C90 W/ minimum net emm compressive strength - 1900 pal. & Reber proWded In precast lintel par ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 M Gini prestressing strand par ASTM A416 grade 270 low relaxation. 7, 7/32 wire per ASOW A510. S. Mortar per ASTM C270 It" M or S. GENERAL NOTES 1. Provide full morla heed mid tied Joints. 2. Shore filled inlets as required. 3. Installation of lineal must comply with. Me aroNtectima Md/or s6ucturel drawings. 4. Untelsare Manufactured with 51/2' IMg noohae at de ends Be accommodate verdoal cell reinforcing and gtoutinQ, 5. All limits meet Or famed L/360 vertcal defection. eseept]Inbal$ 17'A' and longer WTdm a rearinel Might of 8* meet at eximed L/iSO. 6. Bottom field added momW be located at the bottom of the Intel cavity. T. 7/32" diameter wire sbrups ere welded to the botlmm steel fief meMenlcal anchorage. 8. Cast'n-Plmce concrete may be crowded In compnalte lintel in beu of concrets mail unite, 9. Sam bad ratings Immoral an national design analysis am ACI 318 and ACI53O 10.1intel Mr. depths are ceded out on lintel plan. If contraNer installs a deeps! Ifirml'.hM Indicated M the Wan, doing this Increases the $Were" of me time and is epPrwed Without englneeririg letter. a a smaller bidet is Nstallml comad FOR for eppraval. SAFE LOAD TABLE NOTES 1. All values named M MINmbM 4" treeing. d ptmm: Sale axle for onfliled IlnLais must be reWrod by 20%If Leming length is less roam 61/2'. Safe loads far all recessed ]Intel$ based on 8' nominal Bearing. 2. N.R. a Not Raced. 3. Safe Was are total superimposed allowable load M the section specified. 4. Sale loads based on grade 40 or grace GO field ream. S. Additional lateral laid capacity Ban be Obtained by Me daMErmr by ismiding addlocal reimoroed masonry above the precast Imo. 6. One #7 most may be xb9111uted far two #5 mines In 8" Ilntels only. 7. The designer may eveluete abnoenomsd loads from the sa`e toed tables by calouladng the maximum realsurg moment and shear at deway, from the lane of support. 8, For compOsbe i#gal K691LA not shown, use safe load from neat lower might. 9. All safe loads in units of Pounds per linear fact. PRECAST "U" LINTEL w/ SOMPSI CONLHO�OK GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETWITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R RSTD. 90 HOOK ANCHORS i .rJ., r.. T.. 1t. .T, �•'�, .O.�.IR. = rc g STD 90 DEGREE--,,.o REBAR ON BOTH SIDES OF OPENING U.N.O. OONCANGLE 3000P. W/1 #5 DI REBAR REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 8'-8" AND LARD .. .. - CMU U.N.O. .. . .... • SEE FOUNDATION S� FOUNDATION PLAN PLAN MR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. c 4 LD 9 0 rTTon 'S �_: NDa N'csr LU 2_• w N• z+ e C m`JPIY4MK9gT1�A w 1 x a v C v a I v 0 T E E C N N aa I do ti L€L5O$ all '1 ldo ' N �gm o s 4 1A IA innN W m D F �L�r W m✓'� a mg Z�7g! aC z 0 LL cot€p Wii2m°Tm a LL 2' � d to BAB Z O in 0 a 2,b V 33 5 8 WNV/.PoSENG.CON '❑ 0 ❑ uO 0 N N Z_ pp z N O c L z Y QQ 3 Q to a a c a -I ro — LO c z N Lin 0 CO m W y E V Q u s Ln w g i5 c aAs qLnLA J5 to r c V —N E o w c U N = in spopp OONp QN Om ���DAMS HOM6i5 0 >v FLORIDA CONTRACTORS LICENSE NO. CRC133014e m 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: PORT ST. LUCIE tf M ® Job Information: tcw 6 N ate. h N O N m v 7 Ir ` G ti O c REBAR 0 tiUOti INDICATES FILLED CELL FROM Fine. TO 0 _ Z s v LLI LL B MIIWITH N. 1#5 ® J L.LJ Z m O 0 JmCnCn ' " 00 BYModel Name / Number: 1820 TMP DOW L25'V1 Plan Issue Date: MIN. LAP (ACI 530) Monday, November 2, 2020 KA PROJECT NUMBER: x 20-7926 � ep� _ Sheet: � � Of: N LINTEL PLAN D SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) %2"x5" SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 6 O u v OVERHEAD SECTIONAL i" 8 DOOR TRACK W/ 3/8" X a 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. I 0❑ (5) 1 /2" DIA. x 8" 1/2" X 8" A.B. W/2" " O "J" BOLTS WASHERS SET IN € FILLED CELL W/ #5 TYP. FILLED CELL 8 VERTICAL MIN. 5 PER JAMB. b 3 � L SECTIONAL OVERHEAD 8 DOOR P.T. #2 WOOD w •. SYP2"X6" :-+ 1 v :,• •• s � 3 e aao`etcz eg �,� T $ °e TRIM • •' • ••'r.: ki : = NO' 2"x6" P.T. WOOD JAMB ,,• ,• _ N T _ DOOR AND CONNECTION PER GARAGE SLAB t CN r O GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL L n ,� i����➢Y&3.7 pE1� Y. R NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS $ DETAIL- UNLESS NOTED OTHERWISE 0 CD21 ENTRY CMU COLUMN/BEAM N.T.S. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. _ T N E ee}} �yyyym� N t0 m Li L2 m Ts- a w BLOWN -IN R-30 INSULATION PER FBC AND SUBMITTEDGY FORM m'g 5ts a 6= Z i a m j APPLICATION PROVIDE BAFFLES d g 5 M ° o " BLOWN -IN R-30 INSULATION PER PERMIT AT EAVES (FOR VENTED ATTICS) ° 'tiu J W g# m LL FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES ORag ' TILE ROOF (PER ELEVATION) o m o U " •- SEE PLAN PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENTm' gZj SEE PLAN FOR VENTED ATTICS) ( ) PER FBCR 905.1.1 OVER APA � WWW� COM 1113 FIBERGLASS SHINGLES OR RE PENGINEERED WOOD RATED STRUCTURAL SHEATHING E m ` � TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. STRUCTURALEl S PER ROOF FASTENED OTRUSSES ^', v m In r- m ' PER FBCR 905.1.1 OVER APA t NAILING SCHEDULE) 5 z o RATED PRE-ENG. WOOD ( STRUCTURAL THING �M�ti�h n J; TRUSS ANCHOR (SEE PLAN) ' SEE PLAN FOR c e N Q '= z dd TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF — - - — - --�- _ NAILING SCHEDULE) ' TRUSS ANCHOR (SEE PLAN) '• " 1/2" DRYWALLLo FELT PAPER OR • • ° ETAL DRIP EDGE a .-i z TO BE INSTALLED N OUTSIDE TRUSS PLATE •� 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP o = N U-) 0 M - FACE __- ________ 3/4" P.T. NAILER r•�r SOFFIT. SEE ARCH, CORNERS min m _ �N +r- 1/2" DRYWALL PLANS 4x4 W/ 2x4 POST UNDER EA ' -*-METAL DRIP EDGE 1/2" DRYWALL _�/ CURTAIN NAILER /1 8 x 8 x 16 K.D. 1 P.T. @ WINDOWS ^ 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" E n� U W 0 c CONNECT ALL 2x STUD -2X SUBFASCIA x4 n LINTEL BLOCK 1 x 8 P.T. @ S.G.D. N p,H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. a VI y t/1 TO TOP PLATE WITH (4) 16d TOENATLS - SOFFIT. SEE ARCH. „ 3000 PSI CONCRETE N SEE ELEV. (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- % �� 7,\ O \ O O NERS FOR NON LOAD w w N o o \ PLANS PRECAST "U" LINTEL N \ o a ~ c 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE°° z \ BEARING SIDES NAILED .'/v. v �• ° v, '. U < w/ 16d NAILS @ 8" O.C. __ U V 'J °° °° $� \\'q p v. S m ® Q N ono \ " OPTION, 15/32" OSB EXPOSURE 1 ON EXT. WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS ` (1) CENTERED EA. ` � � (TYP.)<1 COURSE HIGH A.F.F. a A" QAM,a'. HAM .�.. MAXIMUM OF (3) • 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE 1313 FOR NAIL ATTACHMENT. % SIDE W/2" WASHERS \ i CMU BASE FILLED w/ CONC FLORIDA CONTRACTORS LICENSE N0. CRC1.330146 (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE (ql 2" O.0 EDGES AND FIELD. f r NOTE: 44" MAX. SILL HGT. ON II FILL CELL -(1) #5 DIA W/ (4) VERTICAL RENF w/ (TYP) HOOKS INTO FTG & AT TOP °'+ NAILS AT 8" D.C. ALL BEDROOM WINDOWS. M REBA 000 PSI PLAN Al -Al OF COLUMN u L 3000 GULFBREEZE PARKWAY ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION u &FLOOR PLANS LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN uDIVISION LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN 'v v PORT ST. LUCIE EXTERIOR woo0 WALLS. IF NO OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. v STUDS ARE REQUIRED). & TO FRAME BELOW V1 Job Information: NOTE: 44" MAX. SILL HGT. ON `o ALL BEDROOM WINDOWS. 1 VINYL FRAMED WINDOW a `y W/ SCREEN WINDOW STOOL CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL i FINISH 7/8" THICK PER ASTM N N N OC-926-98A PAPER BACKED FOR R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL V M H MORE INFORMATION). SEE T813 1/2" DRYWALL PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT ' ON SHEET 6 (SEE ELEVATIONS) -6 FOR NAILING INFORMATION FOR SHEATHING. APPLICATION FTG, DOWEL #5 DIA. REBAR W 0 R-13 INSULATION AT EXTERIOR WALL WOOD FRAME WALL PER FBC P.T. 2X #2 SIP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" —� m .� y U7 co AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI 530) ABOVE BASE NAILER SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2X4 y WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIA. 6" FROM END - SEE WS07 SLAB. ALL LOCATIONS WOOD BASE ON FOUNDATION PLAN �I w/10-10d TO COLUMN , , OR 4x4 POST w/ 2x4 UNDER POST Z r{ m b- WOOD BASE EACH END OF BEAM V FOR TERMITE SHIELD SEE FOUNDATION PLAN , , SEE FOUNDATION PLAN FOR SLAB INFORMATION ' ( ; 2 X 4 P.T. PLATE s O J W 01 O e- FOR SLAB INFORMATION _ _ _ TOP OF SLAB _ _ TOP OF SLAB NOTE: (, + + ; s N J BOTTOM STRAPS MUST BE V1 Model Name /Number: " * W INSTALLED ON INSIDE OF GRADE GRADE COLUMN. DO NOT BEND STRAPS UNDER PLATE. v°,aQ° sN'wyv 1820 N p v PLACE STRAPS IN FILL ° q CLEAN SEE PLAN FOR ' N PLAN +,a CELLS w/#5 REBAR ° (TYP.)4 COURSE HIGH CMU BASE ( ) ♦ Plan Issue Date: COMPACTED SEE QUANTITIES - FILLED w/ CONC - SEE PLAN FOR N FILL ? # m SIZE. TOP OF COLUMN BASE - Monday, November 2, 2020 2'-0" AFF o v ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION FOR FTG REQUIREMENTS PLAN 20'7928 Y NOTE: DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS o Sheet: S-2 of: WS01 TYPICAL WALL SECTION - 81, CMU 3/4"=1'-o" DETAIL •UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts. TYPICAL FRAMING ol DETAILS rI&=" VVr i U h m m m w 0 ro Q Q 4 /(1). W/ W/ (2) ROWLJ OF TAGGERED10dAMINATIONS ROW OF STAGGERED lOd COMMON WIRE NAILS ROWS OF STAIGGTIONS ERED 16d COMMON WIRE NAILS ROWS OF STAGGEREDINATIONS ROWS 6d COMMON WIRE (D = 0.148", L= 3") OR EQUAL (ONEINTO R EQUAL EALHOUTSIDE FACE) 3-1/211 O O 15OR =E1= 0.62% U3-1/2') OUT E FACE) (D EQUAL. 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x S 1/2" LAG OPPOSITESIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL RAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) Y' F.F. VERHANG •Y• •Y FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8' - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED �It -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2.8d EA. END EDGE VIEW SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)— �) SEE PLAN FOR WLL HGT. N-NON lII 1 ® ® ® (• I�! 7 , • • • LOCATION fry ©ATTACHED _ • • • • • .. •�� SL 6F BxOOOING ! CKI UUS TO • Scl NAILS. SEE DETAIL ABOVE ELEVATIONSEE OR R • SQUARE TRANSOM BOX HEADER EACH END WINDOW OR DOOR OPN'G CMU WF39 1 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ $" O.C.--DOUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48,�2N 2X4 STUD 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 NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/— /,-DOUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 60%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" D.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. I;?.4flV TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE Wj 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 STRUCTURAL SHEATHING I ' CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE N �W+ N EXTERIOR SHEATHING ' ATTACHED PER NAILING ' a SCHEDULE TB13 ON 1 v SHEET 6 STUD ANCHORING: m STUD TO TOP PLATE: w R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC s AND ENERGY FORM SUBMITTED a WITH PERMIT APPLICATION 1 2 X 4 SPF c a (WHEN EXTERIOR WALL IS AT 16" O.C. N EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO ROT PLATE: SIMPSON SP4 1 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. B" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'C OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE Id I ' II ' n I �1 I A i .HJ II r 1 1 I 1 I, I1 SPLICE TYPICAL BLOCK I, /�OTTOM / OVER STUD WALL WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-C * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. ROPNNTS� 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' RUT <9' (2) (3) (2) (2) (31 14 3 4 2X CRIPPLES @ 16' O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - 'k * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12'01C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/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. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.s. SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.s. c J n 9 aeegerfrrrr T0.4/ `e Q 'ENSE' J.'�G aI$oA cam. �d p � i .C1••. S� :i ee F. A YM1 �WWWWW..FDSENGCOM z •n Il , z o 0 WW N '00 a N — Lo z P- m �vp LL � v 0 w N -.Ud gm lclqE a �a am FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: Z In U0 W 0 w It m J N 'a 0JLu= M o J00(1)0 LO OD a ♦ Model Name /Number: 1820 ♦ I Plan Issue Date: Monday, November 2, 2020 g ♦ KA PROJECT NUMBER: Y 20-7926 T Of: Sheet: �_`{//� rn L bL TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20•-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - ' TO BE LESS THAN , OR EQUAL TO 450 1 ' MINIMUM 2"x4" - - CROSS BRACING { .. (SEE PLAN FOR LOCATION) I ?-".-'j-- BLOCKING I I i I Jr' I- •, " V C I � :1 y N 1 I y U 1 I I 1 C (3) 12d I PER JOINT I CONTINUOUS LATERAL BRACING- I `o ' _ NAIL OVER X-BRACE AS SHOWN- o 1 MIN. INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" FOR NAILING SYP w/ (3) 12d @EACH m TRUSS WEB c 3 N NQ T11301 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL O 0 a t4• PROVIDE 2X4 MIN. BLOCKING AT v�+��0`a /I CENTER LINE OF HIP/RIDGE, TYP. m e4 QP ,•• •' �u r REND � O� O •• NAILS EACH TO TRUSS TOP .�J�� gb �, ; CHORD 5 No 75 o e # ne O q•' PS'r A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ' \� �,io:7�'•L WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP OF;,•''4O A------TRUCTURAL PACE �i ,w G.T. SHEATHING �ii T �,) p P s` m TTUnaaLLY ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 p g o TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ a 0 SPAN FROM EXCEEDING RUSSE IP 12d NAILS @ 6" O.C. a MAX 24" SPAN (EITHER G.T m SIDE OR BOTH IF REQ'D) o C T N (2) 12D NAILS MINIMUM (3) 12d - g _ ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SYP TRUSS BRACING SEE * SPACED AT 10'-0" MAX c F� 111 CID PLAN r yy F ID m 2C.2X4 €gC103 1 BLOCKING HIP TRUSSSECT. < 8 mW.'-DBETWEEN TRUSSES A"A TB03 HIP / RIDGE BLOCKING DETAIL NT's TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-T.s.W�o � m In 'C'p OOUJU) s gaZ � '= NwJI.R]SENG.COM 000 m 'm v '- Z rJ N y p £ Z O TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI ITP1-2014 y ' (TRUSS PLATE INSTITUTEI 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 75_a y r0 Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED `)] �Y TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY y � J tM CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT ANY ONE TRUSS. (((///\///�������.,, �--' w a EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ALLq),V) W 0 2. ALL BRACING (DB,CB,BB) BROWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER Em LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. m o BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C 4. ADDITIONAL ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS c w t Np o SHEATHING '® 3 TO 4TRUSS rA AS SHOWN C (D Q TRUSS SPACES ALTERNATE DIRECTION oyo Q N O 3 " DAMS HOMES RUS 'p p FLORIDA CONTRACTORS LICENSE NO. CRC1330146 VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS 12)-1 NAILS TO EA TRUSS «� m OR HCLR/LL IN PLACE OF (4) SOD BEBCTTION REQUIRED 0 RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OOBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES w ROOF ~ 2X STUD WALL SEE PLAN m SLOPEUE PORT ST. LUCIE CONV. FRAMED RIDGE m ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 A2 VERTICALX642d \ 2X4 SPF BLOCKING \ q SPF W/ (4)12d WHEN IT LANDS4TL%J-W2 \ BETWEEN TRUSSES / NEXT TO PPE-EIVG. TRUSS 2.8 BLKING. NAILETOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12tl NHCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) REQUIRED RAFTERS GREATER BTHAN \ \ / o N 8'-0" \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) _ COLLAR TIE \ \ 12d AT EACH END & y EVERY 3M \ \ ALTERNATE DIRECTION 1'in O SHEATHINRAFTER \ \ \ H 2%4 BLOCKING BETWEEN CB BEVEL CUTS v TRUSSES W/ 12) 124 NAILS (OPDONAL) ® EACH END, CONT. EACH BAY B 2X4 SPF W/ (2) #7X31/2" / / TRUSSES / / SEE PLAN -0 w 1 1 Ln 6) v ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. W BLOCKING PREENG. TRUSS \ / / � r @ yp V CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / 7 L J N \ \ SEE PLAN FOR CONNECTION SIMPSON A34 OR O _ Uj :D B (USP MP4) @ \ \ / / o ��//�/ 'y^/ 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2X8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12tl NAILS C 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING N ♦ Model Name / Number: AT 8%0" TRUSS EACH END MAX 2X6 RAFTERS P 2'-D"O.C. \ /\ / BETWEEN TRUSSES Y Y � N MAX. w/ 0) 1.2d COMMON @ 'lq" O.C. MAX,yy/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / \ (3)12d EA. END (TYP.) / \ 1820 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0" D.C. MAX W / (3) 10D SEE PLAN y CMASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. STTEELEEL WOOD w ♦ Plan Issue Date: T & B CHORDD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE x Monday, November 2, 2020 ♦ KAPROJECT NUMBER; @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING of SEE PLAN FOR MORE SHEATHING INFORMATION m 20-7926 Y 2x4 S.Y.P. @ 16" O.C. 2 Sheet: Of. o� (V T1306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON BEARING WALL DETAIL N,r.s. Q ROOF FRAMING [ Q AND BRACING DETAILS 's d Lyn 0 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. ri" a" SPA EVE L1 6" 6" SINGLE DOOR 31, SPP EVE A SINGLE DOOR W SIDELITE 3„ 6" 6" 3„ 3" 3" - 3„ 3" III III F r I I„ 1 3" 3" 3" DOUBLE DOOR W/ SIDELITES 6' .PACE ME N LY i" 5 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-04e IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. McX8I961I_l: x'I IF s Z I 'll III °I 16" MIN. DIAMETER ! ° 6 I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY G I Rd" Foot OeT,M Save 7" SHINGLE INSTALLATION GUIDE ............... SEALANT, NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. P GOWSe Go,)y9e 3,6 "infra" , zL,eG 1, cw�s ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTEDL BEHIND FLASHING LOCATION$) E7tTER. WALL FINISHMINIMUM OF 6AND a ABOVE 8" X 6- H GALV. VERTICAL RISE OF FLASHING A+VTERTICAL WALL FLASHING CONT.AT NNEEWALL ENTRY PLASTER STO SEALANT RooSHINm ROOF ES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED ` 6" HOn Z. AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU t' THE WIDOW FRAME INTO MASONRY '^ \ JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 6 rra �t6r • l � �r� ► In, l, ®w- 1r • J 6 a -• TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" IS UI hln BELOW SHEATHING AND EXTEND BACK ON THE TDOFA MNIMLM OF 9n. DRIP EDGE AT EAVES RI&I BE PERMUTED TO BE INSTUED EITHER )\ER OR UNDER THE LNDFRLAYMFNT. F INSTALLED )VER THE LNDERLAYMENT, THERE SHALL BE A nIMMUM Ain W OTH OF ROOF CEMENT INSTALLED )VER I HE MW ED($ RAN3e "PI" SCENE SHALL BE MECHANICALLY I A5TENEO A MAXW UM OF 191" ON )EMER. WHERE THE Vasa AS DETERMINED Al %006NCE WRH SECTIOY RXIL2.1.313110 MPH In KM/H) OR GREATER OR THE MEAN ROOF HEIGHT D(CEEDS 33 FEET fl0.058 min), DRIP EDGES SHALL BE NELHANIOALLY ASTFAFII A M"IKUM OF 4INCHES )N CENTER M9apwn Fastener Spatlng Wall Framing:. (Iambs, Head and Sill) #2 Sprure/Pme/Fir i'4.. 8 8 8� '^F4�'i 0, Better 611frdhe l 6(T•w lipSome Minimum Penetration Glazngbead� 1 318" Mounting Fin'- —J Cross Section V iew Bterlor v4v of RxBt W i doh MCI.. Siarnne Fpanlw5f4dlan(I Nate: weatron6ryrerommendtbe sex o/Ms#!np and/or0aahldg tapes endsl7lpenaarxetedM A57ME1JJ7-bJ. Howa AnD due to ParHtMn /n codes and bu/MIn6 Wm d Ill loRup to the end user to determbre Me properinetadalmA offhese Remo. C^ Cs;F&IDs' r'-pGO;3< Before lI your: ItbCV,theVFCr,ewrep maybe peeled back Po.inspeoon, but please re 566 the mmlb Robert the biopics from sc*tr'ws and DI Cam., u,tlI ..satKdon 6 c, npit e, Step 1 Meanureto be sure the opeNng B 31W to 1/2" larger than the window sire both w:rtkalN and hodmntallY. a You may wish To predrill the im#allunm (roles in the An at this than, Demaparof One pepthithlif ho'esio dse~ as arena! Step Apply a generous bead at SHICOM To the bedside of the mounting An. Use enough silkvne o sulfidmty All all moods between the fin and the wall sheathing. Step Irsertthe window imp the opening from the outside. The window is labeled nnsde" and'M9de, but tthme labels have been removed, the gladfili bead should a be W the Iwde of the leading. Sep 4 Instal shims under the sill, adjusting them until the uM Is plumb in the opering, Shims should be installed under the sill eeay 2 feet. The window should be basloaly centered in the oplaning with no more than 1I gap between the window and wall flaunty. Step S lmmfia#10x 1-1/2'screw 4" from the inner of the An at each end of the head, sill and bpthjambs. Step 6 lrt li the remeinirg fasteners M 6" increments from the comer sLtews to the calls death frame member. tin core not to ove- TighttnthescrewsandDullthemthrolslliithefin. And, mate sure the screws go in Straight and do not muse the frame to bow. Wag fuming shouts be a minimum of #2 SprixemmifFir. Fasurnesshould be 410 screws ofsulfident WO to achime 1-3/0' fametrabon Ito the war and Do less than lR"from edge infra Fas0.mer alhtitia flamed la wfi side offranethadtleve 8" L of Flame Member 10" 38" ,6' 5P. 4Y 51 111 66" 74" a2" fir 66" Numberof Fasfcners 1 3 1 3 1 4 1 IT 1 6 7 '6 1 9 1 30 1 11 11 1 13 Stop 7 Remove exce s silicone our from around the An and iftipedt for holes or wills. Use Middle to NI any molds. Step 8 If desired, a foam inaelaton can be applied to the interior W between the window and wall ben". H applei ftaxatbe du NON EXPANDING 7YPf POAM, Step 9 Sims: these windows am typically used in rooms wfth NO moisture, le; bathrooms, t is mommaded that the Interior gap between the window and wall framing also be mined with silicone and denied Sao as not to intertem with Ind irtmetion of wallboand, tat or thm. Step 10 Onre all mnstmctbn Is compete, remove the bubble wrap fIan the Inside and oumide M the window. If names", down tre body with a nod dedingem and warm water Using a soft drib. Failure to follow these procedures will Vold any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachrnent Pressures Method Roofing: DAD 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge i NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: FIorlda M0 "'Metal Products Inc ROOFING UNDERLAYMENT: 1st Choice BUILDII PRODUCTS LL(L( 2nd Choice Overhead Garage Doors: _ 1st Choice 1 +30.0/-30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors_: 1st Choice +67.0/-67.0 TH ERMA TRU{ FIBERGLASS 0 THERMA TRU{ 2nd Choice +67.0/-67.0 1 FIRFRGI ARA In C E N N B I�Lq '1 gmp�1 O Q � a8 V(�Y 4L R�1.: i '� 13nEd D20 z la�N'r,7 =LL. L31 a yri Rib- s g Zjfls 3 m Y Lea : g T V 1, LL 2N m gm Z U Approval # m 11 Cl ❑ P roLo WwW.FDSFNa COnI fia7 FL7006.1 R-10 s g c z Z t`3 Q u Qa 3 a a N AA x-i ■ ' z 1- JV) (9 m -6 NAIL, FL21580.1 R-1 �N AM o rz E U Q UNDERLAYMENIT SHALL BE APPLIED AND FL12328-RS `•'' 0 W i ATTACHED IN ACCORDANCE WITH o V c ro r'J R905.1.1 m �� ' ro 1 53W5 16 X 7 2"x6" P.T. WOOD JAMB WITH 53W5 (5) 1/2" DIA. x 8" "J" BOLTS 817 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. D _G o F .treC O raj ��16 �t�•, c 3 du = ohm C co v s 4 C4 d UD Lam• Q.m FL16546.1 FL15279.36 DAMS'IM ME N � FL20461.1 I�llru a•••� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FL20461.19 FL2046i2 75 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: e 1st Choice 1 +0/-146.3 The Tapco Group 7" Staggered NAILS 1h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 i-' PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Cho'celSHALL BE BEYOND WALL DRESSINGJob Information: Windows: m a 1st +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Choice Single Hung (fin) ANCHOR WITH MIN. ILA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS$ _ I 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT INSTALLATIONCNTTHROUGVIDE BUCK IN. EMBED. 0 TORWOOEW OD BUCK. 1.� 354D SERIES !FLISE644.3R3 +50.0/-D, r MI WINDOWS picture wintlow SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENTOn IN WOOD SUBSTRATE. N to O I••— Mullions: a M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k z Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM n�i to m Mullion EDGE DISTANCE Fixed Glass", 1st Choice +50.0/-50.0 S BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDOWS WITH MIN. 1Aa" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH Hurricane Panels: 1st Choice 46 PSF T/ HURRICANE STORM PANEL MFG. INC. 24" Ga. Galvanized DIRECT MOUNT. TOP y"-20 MALE PANELMATE W/ WINGNUTS AT 3216i" O.C. BOTIOM '/a"-20 SIDEWALK IN 46 PSF INT. Steel Storm Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 _ Name: TODD M. BORN Certification Number: FI. # 82126 , Name: Luis Pablo Torres Certification Number: FI. # 87864 p to U y n M i 0 t > r N 0 y -J a) m a 0JLLJ� Jm(n(n LD FL18644.3 R-3 VI Model Name / Number: FL16503.4 R-3 1820 `n aw w Plan Issue Date: FL16293.1 Monday, November 2, 2020 KA PROJECT NUMBER: 20-7926 T a Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH . - RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING RESISTIVE BARRIER LY & BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a Weather -resistant exterior wall envelope. The exterior /-WEATHER WINDOW UNIT wall envelope shall Include flashing as described In SectWn R703A. Awater-resistive barrier Is described as a i RESISITIVE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior_ - BARRIER WOOD FRAME CONSTR. SLOPE covering from further Intruding into the exterior wall assembly. An Oxtodor wall covering Is described as a material or TAPE °� EXTERIOR SELF -ADHERED FLASHING 314'-l"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF ADHERED FLASHING assembly u materials applied et the exterior u n aide of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Cm) barrier, Insulation, n for aesthetics, s such a bat not limited t0, Veneers, siding, extedor insulation and finish systems, WALL BY 61N. UP JAMB 6. USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. Vseeve,e"w,xnavt OR EQVAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive harder. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 \WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such c 21 RESISITNE CEMT, FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches Y BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51. arm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material 10 UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) SUEFLOOR requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING v R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based k WIRE LATH sheathing, stall Include a water -resistive vapor-pemleable barrier with a performance at least equivalent to two layers of "+ HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions RIM JOIST Grade D paper. The Individual layers shall be installed independently such that each layer provides a separate 1. Cut, fold up & temporarily secure weather continuous lane and any flashing Installed In accordance with Section R703.4 Intended to drain to the water-reslative z resistive barrier above headerto allow for flashing installation Refer to the number marked as ®in each detail that corresponds to the P y g ( ) 2. Self -adhered Bashing plus head Gashing under weather BUILDING numbered items in the list of instructions below: banter a directed between the layers. resistive barrier .( 1 PAPER 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 3. Fold weather resistive barrier back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps or greater then that of 60•minute Grade D paper and Is separated from the stucco by an intervening, substantially € seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. n 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved Corrosion -resistant flashing shall be applied shingiefiashlon In a manner to prevent entry of Scale: NTS embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW W P01 W P 02 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W PO 3 scoring cuts used as flashing shall comply with AAMA h AA All exterior fenestration C tl0n products shall N wear at the juncture with the E FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and bulldog wall d co a sealant complying with AAMA 82, orASTMCato Class d Grade pp or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, ar other approved standard as appropriate for the type of sealant. u Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: 3l4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows EXTERIOR SHEATHING 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the ; -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle Of Comer may vary, adjust folding of the flashing accordingly to fit pen' UPJAMB6"D USE LIQUID NAILRETURN OF DOOR AND RAND FLASHING, SEE SELF -ADHERED FLASHING to corner Mechanically atexterior wall taached flexh or to ible f ashingaive ahall complier y with AAMA 712.plying with tion 703.2 for Flashing at exterior window aent indge. door openings @ ���w``6Lr 70,rf��i FLANGED WINDOW tight REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: r Q�c�Q P •, N S �RCC LETTER ON CHEMICAL �I SCORED : J\ .�� F•`•. COMPATIBILITY RELEASE PAPER c •' N v 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In The �� . v ' 87g6.A �+ • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where - SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE flashinginstructions or details are not provided,n flashingshall be Installed at the sill of exterior window and SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVEAS SHOWN) FLASHING VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barter for subsequent drainage. Openings using pan flashing shall to �-0 t STATE OF THRESHOLD Incorporate flashing or protection at the head and sides. a :9 z s + MECHANICALLY FASTEN AS 4 0 R\�P C y,• NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. v r CA • • • ��'� SECTION -A SELF -ADHERED FLASHING ��r - /ON A� ,%N V 1.3. In accordance with other approved methods. v (BEE DETAILWP02) Br`It 1liiNtt+ c 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or a 0 SELF -ADHERED O FMA/AAMA/WDMA 400. o FLASHING 4 2 2. At the Intersection of chimal or other masonry construction with framo or stucco walls, with projecting lips on both 2 z SELF -ADHERED FLASHING tJ sides Uarler etuCCO copings. a NAILING FLANGE K t (D 4 3. Under and at the ends of masonry, wood or metal copings and sills. i E 2 SEAL TOPS OF JOISTS t 6 4. Continuously above all projecting wood trim. yi DO NOT FLASH OVER UNDER DECKING 10 ,23 FBOTTOM LANGE NAILING $ (SEE DETAIL WP07) 2$ % S. Where exterior porches, decks or staffs attach to a wall or floor assembly of wood4rame construction. a $ e to gg F <> 6. At wall and roof intersections. . 8 :� 4 4; # # SELF -ADHERED DWINDOW OINSIDE G WPSELF-ADHERED FLASHING 04 EXTERIOR WP05 5ELFORNERADHERED HING WP06 7. At bulk -in gutters.�� �-y c ,-MI, 15 DECKSELF-ADHERED PROTECTOR FLASHING Is a SHEATHING ^ 718" Cement Plaster s l q W ~ � 7/8" Cement Plaster = Z F1 d a ' in accordance with E � ma 0 0 n In accordance with ASTMC926 ASTMC926 $� z§ U 3 SELF -ADHERED -" ° gm ° vnvW.wsENG.coN ❑ ❑ Cl FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance t O SELF -ADHERED FLASHINGTECTOR`... , with ASTMC7063 with ASTMC1063 g o Mo DECK PROV/ Z o Building Paper Building Paper Z r 7/16" O.S.B. n M . 7/16" O.S.B. V-• � 8r Ja sheathing %. sheathing n Z SINGLE JOIST ' ' Metal ooueLE Keepxopedge �t/r t9 M JOIST SELF -ADHERED FLASHING "" - Flashing weep screedf w of SELF -ADHERED FLASHING t < bl below p E o m t0 0 31/2„ block U - 3" MIN 2 - Unperforated Vulcum �0 g -ui7n Flange 7/8" cauk bottom9 to v Pij Weep Screed joint " w 4 Metal Flashing O 5 Maintain o z o Cary Bottom of 3 1/2" Unperforated SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLY LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO Weep Screed '• = yr W P O Flange 7/8" Weep Screed _ U o o a ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" N \HO.8362x;DECK JOIST W P07 OUTSIDE CORNER a tv o m INSTALLATION OF THE BUCKIRECEPTOR. Sheaf Roof 1/2" Cative Finish 2 Sheathing Decorative Finish DA S HO gS, 0 5 • o• All inside and n outside corner will a9i FLORIDA CONTRACTORS LICENSE NO.CRC1330146 EXTERIOR WINDOW UNIT ••'•O• need to be miter 3000 GULFBREEZE PARKWAY cut and caulked CEMT. FIN. Cement Plaster butt joints need iol "aGULFBREEZE, FLORIDA 32563 BUILDING PAPER in accordance 4• ° ' becaulked using DIVISION LOCATION: SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in _ 0.3 in: 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor e, Job Information: (0.6 cm : 30.5 cm) _Z s SELF -ADHERED FLASHING a 8 WIRE LATH n/ SELF -ADHERED FLASHING EXTERIOR Lir CEMT. FIN. BUILDING PAPER n O N WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING II Plaster Finish 7 L o `O Block W WIRE LATH ,-, 2 1/2" Perforated a 0 ro o. Flange 1/2" Weep > ° nos BUILDING PAPER BUILDING PAPER Cement o Screed Plasterover un lstfloorck 0 m u) (n EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Model Name / Number: Slab edge of weep screed 1" below 1820 finish floor v o V Plan Issue Date: OPTIONAL DETAIL g Monday, November 2, 2020 $ 3 O � � KA PROJECT NUMBER: Note: The building paper and metal lath Y 20-7926 must be installed over the top of WEEP SCREED DETAIL Sheet: �� Of: SELF -ADHERED FLASHING \ /� /P 0 SELF -ADHERED FLASHING WP 1 1 SELF -ADHERED FLASHING W P 1 the Wee SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD �► �/ CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL p screed. �4a���" � WATER PROOF FILE DETAILS 5" bath duct to roof cap w% standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL I I 25 SFI �' I 25 SH�� B ! 1I PREU451 ITTOM 4 W-8" L "{ BEDR M i LANAI - ?'� INER'S 8 1DRO �1M C+: 7AULI CEILING ..+ VAULTED AtiN : YAULTEQ CEILING � 4 C G F 130 14x8"We'd 2x12 ra - '---- - 8" 'mil I{l''QL1L.`Lb StI -t- �i----- - va 14x8 1wad 2_B9 Ga6R 215 tt CLG. - ... x � cc ---- - <:i,�_, 1 „ 16 16 rats 7.R11911 �`'^� 16x16 rag ' -' 14„ ib A11 YFU \ 5E 444 rag I I R Mli i f 26h , I ^_ y.:.:....; tits t 14 8 1 WCd 2A6 WALL u; l� , I.C. j -- �" 160 �I 1 ox10 g 5 IF VAULTED I 10x 1:wcd O 10x6 1 wcd ... _ :. 07- 14" „1 fI Q NE—R, DATEe 4AUlIXM, G.G, V 5HWR - --———— — — — -- -Fa Z4x18 fb g I ; O" _ M' ° .DINING ROOM � ' I I VAULTED CEILING ; 8,r AULItiO G.G. > '= � 1481 512 bath duct to roof cap w/ standard 70 cfm bath fan x wcd; r, " 1 ry � 14x$ lwcd _ ____ �' dryer .duet m I 165 2 ) r _ REFRY. u to roof cap LOCAY� dryer vent box 9 i, III i W/ROIL I ` J V CLG 12x12 rag 1e Lo - 91, I -FA - _r 8x4 1wI'd 7 - 40 �__--1 1 s _ 12x12 ra y 1 YE s Q o reaYLStl w sexv 9Qx _ _ R + VAULTED C LING i THRU1 ROOF , '�- A7;1 INME... ED i ' / MAY LGT 35'-0` ; PULL ON. STAIRS ------------- 12x6 wcd 120 I t L?" S.L.LGRE� R.A P t 3 CC R QiAR}i aE I - - �" C4 v .YJ i _ Er vEwNG 2.-EO, - � -- -4- - --i. E �SFE ELEVATION FOR ti ii f'•''10' COL)NG - f �• i33VFaoFWAGE -----QOOR__.-, n LINE OF GARSGE DOOR_.._ 1 — r 3.0 TON /5KW 0240V 1 PH l 18x13 plen scale :1/4'-1'O" platform b z -- axxOVERHEAD DOOR- bldr 16x'OYEfiL AD DOGfE NOTE TO BUILDER: MUST (PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. PLAN EXCEPTIONS 1-3 FLOOR �8- N SCALE: 1/4" -i'-6" ALL ELEVATIONS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS i.st F:.COR 1520 TOTAL LIVING (AC) 1920 S.F. g. GARAGE epe S.mm 9 COVER'S ENa"RY {13ASE) 56 SIP. n ^, COVTRFD PATIO/LAK'A: 1 y'r y ;:. U I �. �. TOTAE_ AREA UNDER ROOF 2G09 S.F. 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