Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA �w INDEX OF DRAWINGS R316.1 OIL APPLIED CAST IN PLACE CONCRETE.. CODE CRITERIA SHT NO: TITLE S TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING , BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL _ PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENTII, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OFj FOOTING BARS SHALL BE BENT 25" AROUNoCORNERS ALL TOP BARS OF BEAMS. OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL NFPA 70.17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ J. 1/2" TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) 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." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE S. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530Q3) ORASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BORA-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE I WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD KNOWN RADON GA$ FOR WRITTEN APPROVAL. PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED W 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI if in = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM = 0-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. OF 3000 PSI SLUMP 8' TO 11' . CONTINUOUS MASONRY INSPECTIONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS ARE REQUIRED DURING CONSTRUCTION. NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICHEVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) * * LL/360 LL/360 TL/240 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS FLOOR 1-JOIST*** LL/480 TL/240 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 R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" CODEAPPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. . FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER DE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE 11702A(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION ROOF (PSF) ROOF(PSF) ROOF (P$F) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 R703.7.3 WATER -RESISTIVE BARRIERS. SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE BARRIERS WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOFWERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT. TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FO FRAMING MEMBERS SHALL BE S.P.F. #2 i DRY USE ONLY (MOISTURE CONTENIT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS „ HAVE HOLES IN THE CENTER OF THE STUD UP T01 DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. SHIELDS. ALL HOLES OVER 1". IN DIA. FOR PLUMBING LI ES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. DIRECTED BETWEEN THE LAYERS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER, ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS P A -D CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AC C Q- , CQ , STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. ATTICS WJ LIMITED STORAGE 20 50 ONE LAYER OF NO. 15 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH OR CONCRETE TO BE PRESSURE TREATED, CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT SEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. I (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING Mlh I VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BARRIER MATERIAL BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD CC/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15 /32" RATED OSB EXPOSURE 1 R703.4 FLASHING. DHERED MEMBRANES AND MECHANICALLY ATTACHED 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 40 (PSD COMMMENTS: 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 +/- 0.1S NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (•) VALUE DENOTES SUCTION DIAGRAM AREA O 5O (+) 27.6 (+) 27.6 10 0 29.9 (-) 37.0 (+) 26.6 (+) 26.5 20 (-) 28.8 (-) 34.4 O O 50 (+) 24.8 (+) 24.8 (•) 27A (-) 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'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-} 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES.-0 2. "a" = END ZONE IS ONLY W/IN 4'" 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$ R OU NE 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 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC `e�t`ilitr'' A-' v �(8 C4 Op e • w * UJ: E, �. •• S'C P'C pLOP. C?? b `�. JrnUri0itt° c I � a• _ to -00 ��Itg y 2. � g �• %m ore 7c xa O�Qr z J11 I? w - APPROVED METAL FLASHING, VINYL FLASHING,SELFA FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S. NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 10 (PSF). INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL o (PSF) SEE FLOOR PLAN FOR ACTUAL , PRESSURES & m a m� a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PsF)_� w N IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 13 air 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALE OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER w IR O MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL WE FENESTRATION STRUCTURAL PLAN LCADI N% $ z 2 $ o SELFADHERED T COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT g to v m z O 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS A!$SOCIATION. m B m c C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT.. FLUID -APPLIED.. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a a U0 p c a a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) IU0 B J TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 1p0 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) wxw.rosa acwa • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. S. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES i° 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 50 (PSF) • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. STACK ROOMS 200 (PSF) Z g • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.--U.B�MITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS. TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BESIGNED GUARD RAIL I HAND RAILS (d) 200 (PSF) Z 'O CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMB (f) 50 (PSF) Z • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q all • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES N 0 M In- d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT. ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A M 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. 'V MORE INFO. 0 BUILDER NOTICE: � / FIELD REPAIR NOTES GENERAL NOTES: �]Lf7s r o 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the Utleblock of these �++ 8 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN.. documents that these documents be accurate, providing Licensed ~ a; " PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to I■ () m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" tONG #5 BAR INTO 4.. DO NOT SCALE. PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS. LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the Udormafa contained in these documents, prior to F�44 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not a a o °n PRIOR TOAPPLYING THE EPDXY. ALLOW THE EPDXYTO CURE TO THE MANUFACTURER'S. SPECIFICATIONS, THEN. FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to "aM H01111111t9s 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance -- the To FOOTING). information found in these documents. Any questions regarding the T TRAP W 4 %h"x 2'k" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, 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 UCENSE NO. CRC1330146 4.. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST S / I) RESPONSIBLE FOR THE INDOOR AIR QUALITY, IT THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7}10d NAILS TO. TRUSS FOR UPLIFTS LESS THAN 860 LSS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be. considered TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for relmbursement bythe Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10', W/ (4)1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TR PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER. TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 wJ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. of VI Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS FLIANC FOR DATE DESCRIPTION° zfi)1 COI•IMlw%r 0 DAMSS a.CCCam�� ),k z ,'� i LOM LIJ M E Of Northwest FloridaIIIIIIIIIIIIIIIIIIII m RECEIVED FEB 11 2021 p' a ® OJI.LIZ o PerStttin9 Department J M v^ r ) � U9 St. Lurie County uJ v / �+ I V Model Name / Number: 000 GULFBREEZE PARKWAY GULFBBREEZ p FLORM 32563 FILE COPY 1820 ® Plan Issue Date: Wednesday, January 20, 2021 ® KA PROJECT NUMBER: MODEL 1820 21-0181 Sheet: 1. Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR I I F.F. VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY O ELEV. 0'-0 ''-`'- - - - ' - 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM LOS W/ (1) - #5 BAR CONT.. " .75 _ L."_.: •" °.:/* r , OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE OD - ° CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 "" '{• FOR FTBERMESH OR NER-414FOR FIBERMIX, OVER 6 MIL WSQUEEN VAPOR Z BARRIER & TREATED FOR TERMITES. • ( 2 STORY: 20" X 20" 3 0 INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO !° :, ° REINF. N W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN ;► ,',;; DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) #5 lGREBAR ° 16" (2) # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BLARING RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE FMO1 SINGLE STORY FTG 1/r'=1-o" FM02 SECTION @ GARAGE 1/2"=1'-0• U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN _ f� 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT CO THROUGH SLAB 8• (1) 05 REBAR 0 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY CONT, Ll ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2D00 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR - EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -i557 MODIFIED PROCTOR IN FM03 THICKENED EDGE 1/2" = 1'-0" EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND FOOTING SCHEDULE F.O.M. EACH END, TYP. I JGAR. FIN. FLR. MARK SIZE DEPTH REINFORCING GRAVITY � - L V ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE R , 2 51 4" CONC. DRIVE W/ 1/2" EXP W/ JOINTS 10" O.C. TYP. 16. (2) FM09 I SECTION @ GAR. DOOR 2( BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) yaaa�:�e�I� CAP, Ilbel F FLO 1'-0" X CONT. 11-0" 2 #5 E.W. BOT. 2000 F2 07 2'4' X 2-0".. 1'-0" 3 #5 E.W. BOT. 7200 V5 CONT. 1'-0" F25 2'6"X2'6" 3-O" X 3'-0' 11.0" 1'-0" 3#5 E.W. DDT. 4 #5 E.W. GOT. 11000 15600 IEBAR F3.0 1/2" F 1'-0" F3.5 3.6" X 316" 1'-0' 4 #5 E.W. GOT. 21500 F4,0 4'-0" X 4'-0" 1'.G" 5 05 E.W. SOT. 28000 F4.5 IV-6" X 4'W V4". 5 #5 E.W. BOT. WOO F5 0 5'-0' X 5•-0". 1.4, - 6 #5 EM, SOT. 42600 F6.0 W-V X B'-0' 1.4" 7 #3 E.W. DOT. 61500 SEE PLAN Tf=...° 4" a 4" 2-#5 REBAR FM11 I STEP DOWN BRIG. 1/2"=1'-0" FM12 STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16' o E3 ELEV. 0'-0" WITH CURB y (1) #5 BAR CONIT. 8" (G.C. VERIFY) ;0 F.F. REINF. (SEE PLAN) 2 45 CONT. INSTALL LINING ` W 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2' = r-0" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-O" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. #5 CONT REINF SEE PLAN LEGEND - INDICATES SINGLESTORY FOOTING ® - INDICATES TWOSTORY FOOTING '.- INDICATES PAD FOOTING CONTINUOUS AROUND CORNER SEE END. FOR BY COLD BENDING THE. BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" a _ CORNER BAR ONE N FOR EA. HORIZ. w REBAR, TYP. U.N.O.•' (2) #5 REBAR A/C CHASE - 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'O" FM23TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0' 8" 10" 16" 20" W/(2) #5 BARS <674# 6'8" ->2 -0'3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3 -4 - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'.0" >4'4"-5'.4" 16, 161, 48" 48" W/(5)#5 BARS CONT. 1162# 2%8" & #5 ® 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES• SEE CHART ARV. -MAX. F.C. a a SPACING (D.C.) 8A ° W.W.M. TO BE TIED TO #5 CONL REBAR (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN - 4'-0" (1) 05 HORIZ. CONT. TIED TO ^ EA. VERTICAL REINF. RN GRADE-8" MIN. f" e TO TOP OF , STRIP FIG. COMPACTED OLEAN FILL R • " IN MAX 12" U e STRIP FIG. W/ QTY OF "MIN, COVER 0 REINF. PER SCHEDULE - (3 SHOWN) FMASW I STEM WALL SCHEDULE 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 - WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.C. ABV. FDW #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-O" INTO SLAB/ STEM ' EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO - #e CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN. BACK RULING IS TAKING PLACE S. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16"' c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6' h " TALL (TYPICAL ALL CORNERS) .C. 6.IFSTEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS "SEE NOTE5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE: ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2 S. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 10" 13' 0" 3161. 4-8" le Q ' 4... 3' iC A TYP. CORNERS ■ ■ ■ ------------------- ■ ■ ■ ■ ■ ---------------------------------- ' I ,____ _________________________, ' HOSE BIBB FMO3 ' FMOl ' o I.. 3 FM11 FM11 i- ' 0 Q z i ■ � 'F2.S I � F2.S xo a00 ' STEP ON. 4" '00 a ■ n 3 TUB ■ ' W.C. i ^ UNIT !L@ '00 'V LAV.. LAv co a Id I 10 i-- �' -��LAV Idr iN - QZ - 2' 8' 3'La It II to a `7j W.C. Qv ■ I ,'�h'r �`„ I Cf5 ■ rIi/ "I V i Yin O`P l' I TUB S,*'YLESVARIE61 VERIF4 DRAIN n l 1 LOc#PN �� I '3X4 F.G. ; SHW_R 1 12,10 - - 24' s" ; rr - nr a D/W \._,, �, , n SINK`:. 00 ■ 12' 11" o ROVIDE CHASE FOR HVAC UNIT , VERIFY LOCATION o 7. 011 3' 0" 1 o , OMP. UNIT ' 3 it I �n ■ i iJil � I VOj7. i r__� JrL:= J i I'„ ' ' � FM01 ' d• ,;II A T� I, 'III I Q 3 I.WASH .___ ---- ___ __________. _..... 4- % , _ JI.____._________- 0 GO ' 1 ' FM11 2 W.H. FM12 3 . 1 ' 1 , g Z -------------------- ,tea" qn ■ FM02 R 0 1 a ; STEP ON. 51h" , , .-- . Q C 6' 4" r o;0 C.J. ' `------------------- - - - , - - - - - - - ------ ----- O N FL 3' 8" 7' 0" 2' 8" o a ' F2.6 ----- ------- -- GC)py' I 4" `v a0 ; FM03 of m HOSE ; FM09 ; 3 F2.3 I FM09 I a ' 3 c , BIBB 3 ,D 0 "---------------------- u (2) #5 BARS W/IN- EACH F.C. TYP. 0 EA. FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS I `%Pg�� 111E :'vG g'f$$A` Cle o o-k pZ •, PEE F d FL OR\•'• r ,JJIITJ.1111.T m v gggggggg P. N €Grog Y ((~pp r- 00 A 00 1- ?* F L$� �'n 4 Rc m 8®p0� V� Nm � d fJi 38#� g g 1131 0 -[EA r LL y a zm®� 0 NEE, It s N O F' ■Nol a o W ^" g ag. z °U 0 aB� RR 686;:,t� ■ U J N ,�'-�S'IS" VNN✓.FOSBVG.CgN ❑ ❑ ❑ (D z m 13 Z OO 8 to Z N v 0 Q u w c Ow c_ L/) r- ---- U m Ee w L O .ems F Z 0i LL) I7 © a ` Q N C a \� i A \DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O) � c L0 N +co _ 0'7 m a D O.I LV�L) ^J o T��.•LLI ' ^ LO U. ♦ Model Name / Number: v J 1820 ♦ Plan Issue Date: Wednesday, January 20,2021 ♦ KA PROJECT NUMBER: 21-0181 Sheet: Of: I FOUNDATION PLAN 11/2' VTR LOAD CALCULATIONS COOLING GREATER THAN HEATING GFNERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUM RANGE 8500 OVEN NONE MICRO / HOOD 5000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPUANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% 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 TO SANITARY SEWER 4 in USE 2 RED HEAD: TO ANCHOR WALL 2'-811 EDGE OF WALL -2x6 WALL (FLOOR TO CEILING) 11ALTERNATIVE PROTECTION BARRIERIN.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 'C VERIFY LOCATION Wp IN FIELD GFI DISCONNET E:I BIBB IT „ INSTALL FAN BOX PREWIRE iwSI-ALL FAN WP �OX PREWIRE GFI INSTALL FAN \ '------ — --------------------— ---------- --- �' BOX PREWIRE'�. - ---� n' 1 1 I L - - - - _ - - - - I i I CM I I I I , I CM ' o GFI o I I o A I I 1 GFI , , ---" � I. \ ♦ I 1 � n 1 i ` ` -'- _ \\I � c_Id FAN A� I ,.(1`f INSTALL FAN ` 0 PREWIRE I- '� 1••1 BOX PREWIRE �c `� I � o I , I i T , GFI GFI �20 I I GFI GD _ GFI , O 220 -- — ISP MICRO/ HOOD FOR D/W / � I I I GFIiCEN.OFWALL o Z ' � I % I 220 � TT � I I 1 I I GFI GFI'' 1 dt _ I LI— — 20 GFIt, ELECTRICAL {1} © } /42"OFF ----- PANEL I I ATTIC ELECTRIC x / / IF REQ'D BY CODE / stl \ - INSTALL FAN w - ^ BOX PREWIRE w of 08 I zz DOOR I BELL wJ�F- I� GFI o m i Ln w GFI GFl `/ft1- 42" AFF � I 'dt w I= o FOR GARAGE a m O a FOR GARAGE 0Z ,DOOR OPENER -- -- ___-_____________________ _--_____--_-___- GI I® I I I AFF 11121 COACH --_...._-—`------------------COACH LIGHT COACH LIGHT LIGHT COACH / LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. 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 ALNERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED. FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OFALL ELECTRICAL, WIRING & ACCESSORIES. S. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DEFECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHERANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, 10... KEEP ALL SMOKE DETECTORS. MINIMUM OF 36". FROM BATHROOM DOORS 11, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS -OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON AWALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE CEILING FAN 1iO VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT N 2 DOOR BELL CHIMES (7 WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (�>— DOOR BELL ® SPECIAL SERVICES OUTLET DO P DISPOSAL TV❑ T.V. CABLE OUTLET La DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM iWt%*D F®F; ® GARAGE DIJ 7 MF LIIAN ® L.E,D, DISC LIGHT PUSH B19TWNly OU _ dC;cc ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS OPTIONAL OVERHEAD SERVICE VERIFY. FINAL AMPS NEEDED SAME AS UNDER GROUND. WITHELECTRICALCONTRACTOR. 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP AIC DISCONNI UNDERGROUND SERVICE POWER COMPANY # tF&—rzdwr"'�S TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI j#8TOHVAC PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD WI MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CC'. O N O C4 m m to N c d g C W OD w A - . g ` t•• I`Qi m r- �� -8 d d UJ 8m �, mwq�5 a 0. Lo 11133 Mt. id O 0 six z- d < a o L 0 -� y K s i u z LI M N .So �€ ; la ❑ ❑ ❑ WWW.R)sENG.COM Z a — R z z I)� - In z N m 4-.J W 'o ij _. O o W c N � c VINSx In oig OD Lo QNom 41m A r%AMC LA^MWIM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FL13RIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O Z 0 ri LjLj }p O O y I ®L�L"I � LO a M ry L.A.7 V O '^ V) ♦ I Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, January 20,2021 ♦ KA PROJECT NUMBER: 21-0181 Sheet: 4 Of: ELECTRICAL. PLAN I TOP 0 - 7 FIN_FLR._ / 48" OFF® 48" OFF® _W'DOW HEAD jLITE TEXTURED DECORATIVE CEMENTITIOUS COATING 33/2 SH 4W Off RIDGE VENT DBL 25 SH SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "B SCALE: 1/4" =1'-0" Numberof Off Ridge Vents for upper 1/3 needed 5 'LF. of Ride Vent needed (can be used In combowith ORV) 35 �OP OF BLOCK OVERHEAD DOOR OVERHEAD DOOR S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "Bl' SCALE: 1/4" =1'-O" e ,v. .: CO tY 0 0 t% All to tl 910a O I ri F 4 �etY� ,SE �Z) DSO $ ..L Cl GF ®�� 0 CSS1o�Pu�ti °/ /lttwull�l � a 0 c C Rai 0 w m 00 � lu 0 m s a ONW � c 26 o p mgz a a 6 c ui Y $�6.� Z210 a€aOfla 3m °€N ¢f Z�92xo 33 L 5 4 i gyp$ z o� V J (n 6 �'w� VNfN.FOSDVG.COM ❑ ❑ ❑ z Zg a N <y a ' - 2 M 4J y d 4� w d fl3 p m � O W� c i—.3m _ USOD —N W Lp �. U OWpD d �O t• Q. co �t a o m aioo DAM 5 HOMES Wil FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: ® ` M Gt C/7 w cL-I o a Q J W LID 8 J m V) (l) FI Model Name/ Number: 1820 rl Plan Issue Date: Wednesday, January 20,2021 KA PROJECT NUMBER: 21-0181 Sheet: 5 Of: ELEVATIONS SEE D G.C. TO PRI BLOCKING W/ APA REI FOR SPAN 1 7/16" OSB SEE "HIP/F BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. Sol ■011 i d EQ. BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" D.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" D.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH ND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY e EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE. I4:1*[12'12] (SQ FEET) (-) VALUE DENOTES SUCTION M AREA ROOF 1 2e 2n 2r 3 �1.®8 3r HIP -37.02 -51.06 -51.08 GABLE 37,00 -37.00 -58.99 -58.99 -58.99 -76.03 10 Q ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEl- T ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ fi O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1687 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: 1232" EXP. 1 ('20) TII F' ik3Y" EXP. 1 (Q2D) T NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a$" x 0.113") NAILS T 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Z32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yd" x 0.131') NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=G- 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG- RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING RAFTER I4:12]-[12:12] 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHEDTO STUD AND OR BLOCKINGAT ALL EDGES.A MINIMUM 18" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. OMAIL AT BASE 2 ROWS @4"D.C. w/SO COMMON NAIL. © MAIL AT TOP PLATE TWO ROWS @ 4'O.C. w/BO COMMON NAIL. © NAI L OPENING PERIMETER W1(2)ROWS 04°O.C. W/Btl COMMON NAI L. O MAIL INTERIOR AT 6.O.C. W/ SO COMMON NAIL. O STAGGER ALL VERTICAL JOINTS NAIL a O.C. w/ Sd COMMON NAIL. O PLYWOOD LY OND SPLICES @II 4H HE (AROWS AIL OPT INGTOHEADER W/Sd COM© (2)8d NAILS 0YO.C. TO EACH TRUSS END OR (M VERTICAL MEMBER IF GABLE END. 15132' OSB - EXPOSUREI SHEATHING II I' 1- AS RE UIRED KINGPER IIE TI OUIRED PERSECTION %-XIFNOT_-FULLHEIGHTSHEET - ---'---'-------© FLOOR SYSTEM NOTE: SO NAILS FOR WALL SHEATHING MUST BEMIN,131' X 21rz. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is' (2} 2x TOP PLATE BEYOND 15/32'OSB EXPOSURE /-SHEATHING WON ��rcLL N ,L ALL SHEATHING 2X4 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL T - J T T II I II II II I SOUD2XBLOCKING F III 111 III III IIL [I1 II it II I I1 II I 11 I 111 II 11 II I III II 11 I I III II D II I EDGES HEAh11N0 W L4 (SEE SECTION X.%) w 711� 0_ C III III OPENING 111 II It II 1 11 L__ 44---IL_ I 111 III III C III II III III- X-L--IF ---i --11 II II 11 II z S IL a_ u! m III III X 11 II I If 111 11{ II 11 II I 1 11 11 11 I 2x$TUOSBEYOND. tJ W W --Tr----1T- 1 1 1 I I 1 III III 1111 111 I I I JI I;1 I I I 1 1 II f1 i I I I N I II II it I II 11 11 I II II 11 II Y III II 11 1 I SEE PLAN yJ 9� III) 11 II ) I I I II I I I I y Z III III 1 I I It 1 I I I 11 I III II II II III II II 11 1 III I I I 11 I _ I III 11 I 11 1 -_yam___ _ __u _ WALL ELEVATION DIAGRAM ATALL PANEL BLOCKING LOCATIONS MIN 2 X 452 SPF TURNED VERRCAL W/ 7/16' FLITCH PLATE TO W/ (2)12d TOENAILS EA, END. NAILFUTCH 31V "S' = NAIL PLATE TO VERTICAL VW (4) Sd SPACING NAIL 8 1/2" 3 STAGGERED ° O.C. STAGGERED $ /=' VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TYP. U.N.O. TO 10'-0" W/KNEEWALL BRG. 9-0"AFF TRUSS LAYOUT "B" SCALE: 1/4' =1'-O" SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR5FA6TENEfl6 SPF SYP GONNECTORBFASTEMBR $PF SYP OMAMS TO IIETA16W(9)1W. 1 VY OR HTAI$W(1011Mxi WOR MASONRY FETANW(B)INX112" 1810 HTA20wl(I0)IMx11? IBM 1870 OFRAME CEO 1-125AW(10)SO NAILS 535 585 RT]AW0D)Sd NAILS 515 5% © FRAME TO H10AWl(1BpMxl 1W ISIS 1040 ITI(IAW071101 x 112' US IM FRAME 410h2W(16)IDdxllTAT2PLYTRU6SES MS 1060 RT18-2W(1S)lM.I 1/2'A72PLYTRISSES SM IOSO 0FRAME TO Mf612 wA147TMx11TT NTEMERKKi &Bo MIYI12 WI1411Ma1 tYT (AT ExTERIDR . FRAME LOCATION INCLUDE (31120 TOeY4AIL81 0Ro LOCAT& WILL) DE(3)12d TOENAILS) t008 ItPo. OFRAME E TO MCAT W(T2PMNMLE AND EIS' A.tA.WIY "3D MUGT15WRIS1MNA6.SANDMP AT.R.W MASONRY EMBEOMENTW/81APSON'8ET'FY01(Y MOB 1T EAIBEp.ENT W61MP60N'BEI`EPO%Y MID 44% OFRAMETO HT82GW/(24)1MX11/2"(ATORERIOR 1128 HTWNW(N)IWxl i/YUTEXTERIOR FRAME LOLATIONIN IN TOBNMS ta10 LOCJITIDN INCWOE 12tl TOENALS t2Po I391 FRAME TO (2) HTSSOW(48)IMx 1 VT(ATEI(TEMOfl 2250 (4j NTW20 wA4M1M z11lY iAT EJ'IETtKKR FRAME LOCATION WCLUDE (e)12tl TOEVALS Mw LOCATION INCWM(S)fM TOENAILS (EA) 25]0 MISS FRAME TO HGT-2 W(1s)10d NAILS AND (2) SAT AIR. MOTS wl(16)IM NAILS AM (2) SIB' A.T.R. O MASONRY W1Y E�ORY 10690 W12"E�OM9nDMENT WSIMP90N'EET' 7M 9I91 (HOT-3 FOR 3-0LY7�T• (FMGTi FOR? Y) FRAME TOO WOODSCREWS BCH) WI)SW(lZW53WDOOSAND MASONRY ,T1S)WANHOR BOLTS 472 (4)WrxWWEDGE.E(1LT 71M (1) LGT2 w/D811M 3114>aR6 Q. FRAMETO 1760 2030 MASONRY EE NO 38B LO IS EN"x2-1H'LT=Wl QFRAMETO (2)LGT2 W(32)lWSNtERS A(14). 9500M IN"x21/4°TITEN(2PLYTRI88) 406o-M 40" (2I LUGT2 W(88116SSNlOBi9a110) 9100M 3105M Moulm"I FRAME OR(28t1MMNIERSFORRRMIE(EA) 8240E lWx9'WEDOE40LT(2 PLYTRU38) 0R(82)1M0NKERSMRFRAME(EAl BBOO-0 4S5F OFRAME TO MASONRY/ M tAT3 W (3H I/4' X X SOS SGREWII 4>Bp.M &15)Md'x 5"TTTEN(2PLYTRUSS) 66)0-M (2) LLIOTU W (14I I1W x2I7 WS25 SCREWS &�,M ]06TM FRAME OR (6211M SINKERS FOR FRPME(EA) 5016E NNWOR(Po)IMSNKSIR.RFORFRAME(EA) b141 MCx5"WB DPLYTRU56) T/l0.F (, BEAMTO HU410OP7H 10.('14)IMA(10)IM (&Y26B3 HO410DFTHWIMFw'(20)1W&(10)I0d G03090 QBEAMTO MASONRY/ 11LMBol'TNUDIB W(8) lw NaLS a 0#1540 (12)1/4'X2wv7RTEN(T0MAS) I lwavo HD460P1"MU40 W(B)iM WUL9& Ox1626 I G9201 FRAME UW80 OR(12)IM&(6)l0d(FORFRAME) SURF WHIMS BYPHA (12)IWx2Wr TAPCONS(TOMAS) OR 021 IN E(a) Iw(FOR FRAME) URIC92 SYRF Mw SYP4 MANE (2) HETAI8OPT(2) HETA20 1920 iB211 (2) HTAISOPT(2)HTA20 IS70 O MASONRY MABCNRY (10) too 2385 238$ 1{0.Y W(10)1012)ldd OR 2490 yRv W 112) ifitl 2.PLY W 112/ 1M HTSM10w/(B)IM NAILS AND D(4)1/4'X2IIX "a lito HTWM1a W P)lW MILS AM N)10.1 NO 11J9 1225 O MA9014RY OR HTSMM W(10)1M NAILS AM(4)1/4W IW ON 1110 OR HTWMthl w/ IT yi M NAILS! AND (4) iM"xl W4- TAPCONE WEDBOLT GC i1g5 1226 OMMETO P HlDSW(B)Mxl 17NA1LSAWLS)SOW TPo 910 MASONRY TITAN NO MMETO OT122W U)1N'xi i2' SDSWOOO OTILT2W(B)1M'x112WS16VAOO O MASOIRRI' BLREW6AFD (i)12's AT.0. EPOAMW/ IBM 2145 SCREWBAND(i) lrelf A.TA. EPDXIEDW 1510 1R35 9MPSON SET' BEE NOTE A4 SIMPSON'SET" SEE NOTEN TO HTl5W(26) INN I? NAILS AND (1) w 0 HTT0Wt2S)lWal YNAILSAMfI) ROFRAME MANIXJRY ATR.EPDXIEDw/MMP$O4%ET 43M M $N°B ATR. EPDXIED./6IMP60N-6ET' - 5005 IRS% NOTEN BELOW) (SEE MIEN BEW W) FRAME TO HTT4W(18)ifitl#1-W NAILS AND(1) 1WI" B HTTO W(18) lWa 11Y NAILS AND (1) ®ATR.EPDXIEDVSNPSON'SE MASONRY BM0 4235 5'd'B AT.R, EPEDW"BET MNPSON60 41 (SEE NOTEN BELOW) (SEE NOTOXEN BEIAW) O FRAME TO FRA15E H709W(2411Mx11lY NAILS ]YB 910 LUGTI W(23)Bdxl V2'NAILS B)5 1045 F T8° RTIM W(1010dx 1112. MAILS MASONRY MASONRY SCRKTS&(5) 1MWII/901YAOD 6CREW6&1511N°x21/4'TAPCOTRI ]B0 N)IN"x1 W-TAPCONS 1395 i9R5 FRAME TO va 409)1/4'x9"$DS WOOD SCREWS$ O MASONRY R.EISO N'SB (11 WA'H AT,IN3XWSNPSOT' MN 4WD W 1Y MIN EI�DMENT TO (2)VGTW(82)tM50"901Vg009CREW6 OFRAME MASONRY 9(X&S-SAT.R EPOMEDWMMPSON 5170 TlaB MET' W 12'MIN EMBEDMENT OFRAME TO WTW(I0)1/40sOSWOODSCREWSS HDU4&D82.5W(10)'M'x212'BDMUGTI5 W(22)10d NNLS&HTi45 w/(18) SWOOD xN FRAME 4585 $CREW$ & (I) EB'OA.T.R 10d RMLS & D) &W'BA.T.R 41N O PRPME TO (2) HTTS W(S41 W4la. "LS a 4375 (2) HIT411 WY(a211 SMt1WNAIU FPAME (1) Stirs AT.R IeEE NOTENI &(1)NBN AT.0. (BEE N0IE WJ 5005 neueRM evinwemnw NnT:s. 1. CONFECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS SEAMS SM) IN TOENAILS. 2. ALLTR STOTRLt9SC MCTIONSAREMMIOEDBYTRUSSMMUFAORIR)_RU.N.D ONPLAN. 3. O.C. MAY USE EITHER SIMPSON OR USPCONNECTXWS• SEE FRAMINq RAN ,R CONNECTOR CALLOUT. 4. FORSIMIEPLYTRUSSES,SCASONFLILL HEI(RHTBYPN Tx4'TOTRLJ yERTIULWEBW(2)ROW$OF iW NML$�3'04.$TPGGEREO. 5. 12" MIN.AT.R. EB0EDNENT@ CMU S)NO EEAM U.N.O. B. SCA(MERES CHORE tM @4'FROM ENDdTO.G. AT COIINEOTO LOCATIOHORDLWSERS�TOIL)ROW9 STAOGEREDCENTER AT CONFECTOR LOCATION AS Ml1CH A9 P099YEE. AO MINMALCONIECTORUNOONFRAMINGPIAN 1. CONNECTION 'OR ALL ROOF/FLOORTRUBBESTO MASONRYWALLBj L4WCL/ ICFWPLL$ UNO ON PLAN 2. DONN_ TIONAT24.OR32'0.C.PENDINGVERTIC4L6FORAU R0OR'fjUSSE$PMMlFLTOMA$0NRY WALLS SEE DETAIL lilll .1 FOR MORE INFORMATION 3. CONNECTION FOR NL NIP JACK(CORNER JACK) TO MASONRY WAU.$IBF WA(LSUNTELS 4. CONNECTION FOR A- CONTINUOUS RIM BOARD TO TOP OF MASONR`k BY ac MA% W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI GFAP9NOAw E) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTEROR BEARING WOOD WAL IMAMS.1(2) IN TONALS O MINMALCONNECTORUNOONFRAMINGPLAN 1. LONNECRON FOR JACK TFUBS TO WOOD WALL OR SEMI © MIMMALCOMNECTORUNOONFRAMINGPUW 1. WNFECDON FOR NJ.TRUSSE9T0 INTEMORIEXTEROfR BEARING WON WALLSAMAJR SEMIS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0 O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING. TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES. ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS 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;pUNL IS^$.L YQ41lT,. IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. r " ' ' 2� w' .,e... ti.. 6 74 FOR TRUSS BRACING AND ADDITIONAL:) ROOF INFORMATION SEE SHEET S-4 SO( SO.H,TYP. FILE COPY METAL DRIP EDGE + S E TYP. WALL ALL 2 xSUB-FASCIA o SECTIONR'--ALUM. FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" D.C. SECURE ICHANNEL 012" O.C. CONTINUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-D" b XE��m � q $ gpE2�C msm��iP ¢9ZBW�1 �tNri MR 4Rm�sO o¢ato 0OD. coto W '9mw d'7h Lo A1 coW In10 .saEA IL tA DO wwW.FD6Bc.()OM ❑ ❑ ❑ z Z PD z N ZY �I C '9 J n a - 1i0 Z N (n 0 M ffi W 'O O .Q Y w Sit V� - U (Mv E _ i O F J 0 _ F� 4 L(0 ® Q N C m A DAMS HOM S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZ.E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: /M E2RR� O z C u1 to W M to N O J ) m p CL J W 1T� = -T c 0 Jm(n(n Model Name / Number: 11120 VI Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0183. Sheet: ^ of: UNTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 It 5 ON-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 1MPjoF AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25' (ACI 530) FOR MORE INFO SLAB A ' MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.1. CONC. W/1 #5 REBAR CENT. SIMPSON SP4 W/(8) • 10O X 11/2 SPB OR SP8 FOR 2X6 AND 2x8 WALLS — y — DOUBLE 2x TOP PLATE h' STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. _ INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2' x #2 SYP/SPF P.T. W/ _ (3) 1/2" X 8" 'J' BOLTS OR (3)1/2" X 6' EXPANSION ANCHORS OR (6) 3' X 1/4" TAPCONS OR (8) 2 7/8" HILTI TD DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EI/BRG/SHEAR) WALL TO N.T.S. 20" MIN. LAP #5 FEINT. BAR Big N #30R#4 REINFORCING T� B. BAR 4J3 R #4 I AP CPI ICE 25" MIN. #5 STD. 90° HOOK #51 AP SGI REINFORCING BAR SCALE:1"-1'-0° N LAP #6 REINFORCING BAR ++ rRA� #6 AP I IVISOS I REBAR SPLICE DETAIL - GRADE 40 1 N.TS. I ATTACHMENT RE UIREMENTS SEE TAPCONS SPACING # ROWS 2.4 1/4" X 2-A- 12' O.C. 1 2 x 6 1/4" X 244" 12" O.C. 2 2 x 8 1/4" X 214" 1.2' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST .LINTEL- ) T. BUCKS W/ 1/2" O.S.B. l BETWEEN FASTEN PT NAILER TO MASONRY i l IF DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. LINTEL SCHEDULE LINTEL NO. LENGTH_FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD(PLF) SAFE UPLIFT LOAD APPLIED UPLIFT LOAD(PLF COMPOSITE BEAM 0 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 8F16 -113/1T 16" MINIMUM 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 81716 -1B/1T ® 4'-611 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -113/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 81`16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -OB/1T © 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 81`16 -113/1T S 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -1B/1T H ALL ELEVATIONS O 0 of RRmR aT teP cox. n, Rga'D }IR` CLG.Crs cnu x 9 Pass. Ai WvnM o Qnu.nr ea*ron Nbec 1c }MI'AGNµ F acY.RD N LJ M NARRN F' IKWouL WRTI .TYPE DEi81GNAT10N F. i W.ID YXIN 6RCR r Y. YiWID tlM1RIiY CF R PibPN Ai ecnon OF udncatmv s1rFlb-le/rT NOMN.Y LLTIf J WANfitT GP •e xanivx IccNr I®aw a* TOF MATERIALS '-. fc precast lintels = 3500 pal. 2. fc Westressed limits =6000 Pat, 3. f'c Oout=3000 Psi w/maxmum 3/8'Sweetens. 4 COWIMS masonry units (CMU) per ASTM 090 w/ miMmum net area compressive strength - 1900 Psi. 5. Reban provided in precast [Intel per ASTM A615 GROB. 6. ReldrabN per ASTM M15 GR40 Or GRSD. Prestressing strand perASTx1 A416 grace 270 low retexatAm. 7. 7/32 wire per ASTM MIG. S. Mortar per ASTM U70 type M W S. GENERAL NOTES 1, Provide full roads head and bed Joints. 2. Shore filed tribes es required. S. Installation of .Intel mur,, comply with the amNmcturel and/or dructunal dBuvwgs. 4. Lintels are manufactured With &1,/2" long notches at the ends to accommodate vertical roll reinforcing and grouting. 5. All lintels mast Of W804 L/360 verroel deBoadon. except lintels 17'-0'and longer alai a nominal helght of 8' meet or exceed L/180. 8. Bottom field added rebar to be located at the bottom of the IiICI o a ty- T. 7/32" diameter wire SUMPS are welded to one bottom steel for mechanical anohorage. B. Ceat n piece cmcrete mry be omvlded In composite Ilmal In Ilea of concrete masonry umHs.I, 9. Safe load ratings banal on rational do Ugh a nilys% per ACI 318 and ACI 530 10.Untel Mn- depths we called pet on lintel plan. If contractor Imealls 6 deeper lintel thou ndleted on the piaB, dung this Increases the strength of the Umbel and Is epprovetl wiMput engineering latter. If a ameller limal is Installed! contact FOR for approval. SAFE TABLE NOTES 1. All values based on mlNmum 5" bearing. Exceptl°n: Sete loads far unfiffm Ilmels must be reduced by 20% S bearing langtn Is leas than 8.1/2". Safe leads for ell recessed Ilrltel9 based on 8' nominal bearing. 2. N.R. - Not Rated. 3. Safe leads are-014 SUPerlmp°gad allowable lead on the section specified. 4. Safe loads based on grade 40 gal pace SO geld Leber. 5. Adoxbnd later U I'm CepasKy £en be obtaned by -,he designer by providing addionel reinforced mKeonry above the precast IVM1eI. 6. One 07 rebar may be subsff t forWo #5 rebels in 8' lintels only. 7. TM designer may evaluate conBmpalsd love from Me safe lose tables by calculating Me maximum resls(iRg .t and shear al d-away from the face of support. S. For composite Intel hagma not shown, use safe bad from next lower nelgM. 9, All ads load& In units of P004g per linear foot. REVIEWED FOI' CODE COMPLIAP ST. LUCIEC/�''�eOUN BOCC PRECAST'U"LINTEL W/3000PSI CONC,. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R B R SO" STD. 90 HOOK ANCHORS (TYP-) 1 Y °W • '.' in od N � K S REBAR ON BOTH SIDES STD, Bp DEGREE ANGLE 3000 D.S.I. OF OPENING U.N.O. DONC. W/1 #5 DIA. TYP. BOND BEAM . . , .. 8'X8'x 19'K.0. PROVIDE KNOCK -OUT - , . ' :. , • :. • LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. '- COMPLETE CMU COURSE CONC. W/1 #5 DIA. BELOW SILL& FILL SOLO] REBAR W/ (1) 98 BAR FOR ALL WINDOW OPENINGS e e AND LARD INDICATES FILLED 8" x e" x 16" CELL FROM FTO. TO CMU U.N.O. GERM WfTH1 #5 ,. .. ... _ _ BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) 'SEE FOUNDATION PLAN SFE FOUNDATION PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. ��CD LO $ 00 N fB�S�CIL113 p�M�Sg a a w o Z- aldk$3o o ' N O 2 7 O A WWW.FDSENG.COM ❑ ❑ ❑ z e Z om Z N ID �O a� J � a e _ n z In VI m u W g 0.2 Ln Oro ago Hot c wi a 1N omi DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Job Information: I Z N (D LO W m cn Z tU0-I ci 1-Um J O) p d: OJ o WMLij� V) N/ / U') LL Model Name / Number: 1821) Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0181 Sheet: Steel Of: LINTEL PLAN ■ 2O SIMPSON HETA 16 x6 #2 SYP P.T. EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT bN `` W/ WASHER. MIN. 6 PER TRACK TO JAMB. ` '7:1 . Y.. n it (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" 00 It "ill BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL " MIN. 5 PER JAMB. VERTICAL oit SECTIONAL ® OVERHEAD DOOR S`g4IIIIIA Bt fCONT. P.T.#2 ,.v' U TO FS WOOD SYP 2 X 6" TRIM o •r.: •.J':, • :�`,G��JI oD, ,tee O W 2"x6" P.T. WOOD JAMB v ^' a � II •11• O j' DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGES ' ��P \ �r FLO" TYP. GARAGE DOOR i'®�� N v °�SSIO � TRACK MOUNTING DETAIL 4ftjjyjlg" MO NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTEO FOR THIS c DEFAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. n y µ .Y ffiw_ .1 O F W ILI~ ro ro mg F to m r- �Q q� C�'i LL LL LL 'm 8�'@.$ ml7iMo5 a a Q A 13$aw e��s o- 3 BLOWN -IN R-30 INSULATION PER HIC " Z $ 0 3 AND ENERGY FORM SUBMITTED WITH L O PERMIT APPLICATION PROVIDE BAFFLES -p W�gm� BLOWN -IN R-30 INSULATION PER LL D - AT EAVES (FOR VENTED ATTICS) s o lr Z N d m $Fa Q FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OP. ° s F, 0 C " to G 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) Bel o PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT 0 El El = U SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA ° " wmI,.FDsena.c0M PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - FIBERGLASS SHINGLES OR TRUSSES @ 24' O.C. [RSH) - ON FRAMING BHT. FOR TILE ROOF (PER ELEVATION) , SHTG &FASTENERS. _ OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ' Z g ROOF SHEATHING SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) a¢ PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR _ _ _ _ SEE PLAN FOR Q 3 TRUSSES @ 24" O.C. SHT'G & FASTENERS. BRG. HT. J rn 1/2" DRYWALL TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ' ° ETAL DRIP EDGE u0 '1 TRUSS PLATE Z TO BE INSTALLED ON OUTSIDE (TYP.) FRAME FOR BUILT-UP Q� c2 FACE 3/4" P.T. NAILER 2X SUBFASCW CORNERS min (3) 2x4 OR 4-` w -B .0 SOFFIT. SEE ARCH. O _ 1/2" DRYWALL � pLaryS 4x4 w/ 2x4 POST UNDER -METAL DRIP EDGEND OF SUPPORTING BEAM. ( t o c CURTAIN NAILER r s xa x 16 K.O.Ko2 X 4 P.T. PLATE NAILED w/ 8d NAILS � 6" \j/ 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS d LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING t� ,� .3m zX SUBFASCIA 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. to CONNECT ALL2x STUD „ „ W1( PSI CONCRETE (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- U - N E TOTOP PLATE WITH (4) SEE ELEV. �•\ O\ W o Ilg9ecj SOFFIT. SEE ARCH. NERS FOR NON LOAD ifid TOENAILS PLANS PRECAST "U" LINTEL 1/2" DRYWALL - SEE SCHEDULE u a v ° ° \ BEARING SIDES NAILED SEE PLAN FOR HEADER SIZE t+ < •'/0• ° °• ° tl':'T \ w/ 16d NAILS @ 8" O.C. ^ v \ Q N 0a Q'm P 15/32' OSB EXPOSURE 1 ON 1/2" x 8" _-BOLTS- (TYP.)4 COURSE HIGH A.F.F. G3 DAMS HOMES OPTION MAXIMUM OF (3) - 2X PLATES MAY BE O.H. Exr WALL w/ ALL EDGES BLOCKED. (1) CENTERED EA. ` i ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE W/2" WASHERS \ CMU BASE FILLED w/ CONC PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" W/ K VERTICAL RENT W/ STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL MGT. ON r FILL CELL -(1) #5 DIA. (TYP.) HOOKS INTO FTG & AT TOP F300 CONTRACTORS LICENSE A CRC133Y NAILS AT 8" O.C. ALL BEDROOM WIIJDOWS. REBAR W/ 3000 PSI OF COLUMN N CONC. ALL LocanoNs PLAN Al-A1 REVIEWED FOR 3000 GULFBREE2E PARKWAY „ GULFBREEZE, FLORIDA32563 SHOWN ON FOUNDATION CODE COMPL,IANC- VINYL FRAMED WINDOW W/ SCREEN „ & FLOOR PLANS L e f (G.C. TO VERIFY W/FLOOR PLAN N ST+ �UCIE COUNT" `� DIVISION LOCATION: LOCATION RI OPENINGS R N SIMPSON LSTA30 SEE FLOOR PLAN /'� PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM FOR BEAM SPEC. BOCC V Job Information: OPENINGS ARE INDICATED, FULL V & TO FRAME BELOW STUDS ARE REQUIRED). NOTE: 44" MAX. SILL MGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW I W/ SCREEN WINDOW STOOL n n noo CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL ' FINISH 7/8" THICK PER ASTM „ O C-926-98A PAPER BACKED FOIL R-4.1 „ INSULATION AT CMU BLOCK WALL u 1 2X STUDS (SEE FLOOR PLAN FOR P PER FBC AND ENERGY FORM ; EXTERIOR FINISH - MORE INFORMATION), SEE TB13 z c 1/2• DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS)LID APPLICATION FOR NAILING INFORMATION FOR AeF.� (, 1 O R-131NSULATION AT EXTERIOR WALL SHEATHING. 1 x 1 x 2 2 P.T. P.T FURRING FTG. DOWEL #5 DIA, REBAR • 'LE C® y W Y �j M 17" IN CONCRETE - 25" WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE EXTEND (ACI 530) ABOVE SIMPSON HETA20 > La 2 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2x4 `m w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN POST it I— y MIN, 6" FROM END -SEE W507 EACH END OF BEAM O f= WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR O � .I W SEE FOUNDATION PLAN --� i SLAB INFORMATION TOP OF SLAB fp_. NOTE: 2 X 4 P.T. PLATE J m �,%� FOR SLAB INFORMATION. ._ - _ - - _ TOP OF SLAB - _ - �. — - — - — UST BE a INSTALLED TONPINSIDE OF � Model Name/ Number: do ei \ COLUMN. DO NOT BEND 1$ZO iL q , GRADE GRADE STRAPS UNDER PLATE. ° PLACE STRAPS IN FILL . • , ° iq " ° CLEAN 3 ;SEE PLAN FOR CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE Plan Issue Date: a RE -BAR QUANTITIES ;, ; •' FILLED w/ CONC -SEE PLAN FOR COMPACTED Wednesday, January 20, 2021 FILL. SIZE. TOP OF COLUMN BASE - VI PLAN 2'-0" AFF SEE KA PROJECT NUMBER: SEE FOUNDATION PLAN � PN SEE FOUNDATION 21-0181 16" FOR FTG REQUIREMENTS 'I PLAN NOTE DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-O" WS01 TYPICAL WALL SECTION - 81, CMU 3/4"=1•-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.r.s. TYPICAL FRAMING DETAILS F m m W 1 " �>h• Ilk — Q u Li u (2) 2x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.146", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTOE= I AE 4 COMMON WIRE NAILS DE FACE) O0LH31 ORUAL ID O 162E".LH31/2I' ) OR EQUAL 1�JACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4'DIA. x 51/2" LAG OPPOSITE SIDES OFTH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDRIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �r. r, F.F. VERHANG •Y• 'f. FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL 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 CMU, /16" O.S.B. A. SIDE X BLK'G. D O.S.B. V2.8d A. END EDGE VIEW SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)� SEE PLAN FOR WLL HGT. �! • PERL / HEADER _ //Irr ��/// j, .�.�i • F/1/ •NAILS •••• /FIT .,III i O.C.• • • • ��1 �( R ,1 EACH END TYP. 13OX HEADER= EACH END WINDOW OR DOOR OPN'G CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 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 Bd 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING � I ATTACHED PER NAILING SCHEDULE TS13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X4 SPF (WHEN EXTERIOR WALL IS AT 16" D.C. EXPOSED TO INTERIOR SPACE) ' 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMINGtFLUSH " BACK FROM FACE OFCK FOR SHEATING TO BE WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. B" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-( OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF , -\ 12d NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE � I �1 I r I I I I ' �J• /BOTTOM SPLICE TYPICAL BLOCK / 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. OF JACKS & STUDS RED. AT OPENINGS OPENING 2 X4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 (1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 1' 3 4 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 SOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS ••''YY NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE LEE SCHEDULE 2-ROWS IM NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" C/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x 42 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 81/2" 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) 20'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. Q o m N 00 0 oo0 l�0 of Q8 19 00 g mg F LO 00 ro C1131rn Z�N xE Rk a Uq QLi61Wp � uSLL CI. O In WU V) ° g� WWW (-0SERG COM ❑ z M —0 0 Z N d Z^ N N vaa U — m to c m W NEE U 0 0.0 a �om Qim', FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IV I Job Information: ZC Ln (n ui O Lr) a ai z a 3 a 0M 0 a J W � L. M Model Name / Number: 1820 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0181 Sheet: S 3 Of: TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45° *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) 12d I JOINT BOTTOM CHORD BRACING 2"X4" MIN. '11301 TYPICAL CROSS BRACING DETAIL N.T.S. G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 120 NAILS SHEATHING AT 12" O.C. MAX SEE PLAN I- 2X4 BLOCKING BETWEEN TRUSSES ';FCT. A -A PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD W- - - - OF HIPPED TRUSS W/ HIP 12d NAILS @ 6" O.C. - G.T I HIP TRUSS '11303 HIP / RIDGE BLOCKING DETAIL N.T.S I��Rlm CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d Cm EACH TRUSS WEB TB02 1 TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED JDVERLAP' WOOD TRUSSES —� AT LEAST MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING 11304 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S TRUSS NOTES: 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA, IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,80) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 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. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS _ VERTICAL SCAB W/ (4)12d TOP OR HCLR/LL IN REQUIRED @ RA SEE SEE B 2X4 BLOCKING BETWEEN S TRUSSES W/ (2) 12tl NAILS ® EACH END, CONT. EACH BAY ALTERNATING Ir BLOCKING --� R�� STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION— I J B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL TBO6 I BLOCKING AND CONVENTIONAL FRAME DETAILS I�^9WBLE TOP Il 9__ PLATE 2X STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS - 3 TO 4 TRUSS SECTION B-B -2X4 AS SHOWN ALTERNATE (2)-12� NAILS TO EAI TRUSS TOP PLATE VERTICAL SCAB 2X5 42 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED O RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPRONAL) 2X4 SPF W/ (2) 07X3-1/2" WOOD SCREW EACH TRUSS OR HE@48"O.C. DIAGVAT�STEIEL WOOD• 2X8 #2 SYP RIDGE BEAM AT 8' MAXTR SS 2x6 RAFTERS @ 2'-O"O.C. MAX. W/ 13) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN G. MASONRY 4 FT @ 2'-0' O.C. MAX W / (3) 1DD COMMON TOE NAILS TO RIDGE BEAM 2XOR WOOD T &RING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2"SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. - @ 16" O.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION / TRUSSES SEE PLAN \ / 2X4 SPF BLOCKING \ / Y v BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.w/ / \. •\ (3)12d EA. END (TYP.) TB15 I EXTERIOR NON -BEARING WALL DETAIL N.r.s. REvi CODE �� Y( 1300r! iN LTlll llddd/ 11, N r Q A \ '. 9 ' • L O P Oie S I WA �' � Tnn,nTTl m 00 H OD `1- C13 m G °rD ..$33 Q Nti J J �a -a �: .0 8�'Pyul N�Hc6 w a W me a O ?" 08sa z U J N RR55 s �WrYW\!.FlJ3ENC.COM w z Z � — p 8 Z D 4} ¢ u) J a u) IN _ In Z (nJ1) (g cD ti� O O m R w c m c'; il6 W Lr,,00 Z 0 L) 00 0 c C4 0 Q N O ad a''yl DAMS HOMES FLORIDA CONTRACTORS LICENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: ry /M O L 1 O Wm � 0 O aj ILD a -I 3 nB J N m o0 'a 0 J W o J m f!) U) LT1 L V1 Model Name / Number: 1820 V1 Plan Issue Date: Wednesday, January 20,2021 ♦ KA PROJECT NUMBER: 21-0181 Sheet: SA Of. ROOF FRAMING AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood Screws (#8 and #10) when Securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. I Rake " �pl Edge Save 7' pieces to use in 8• B.. SEA NT D NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. ,.,.e 316 fur%a C° oho sa aeon .yyccada 2g" / Eames about 1/2' used' grVC.'st 3/4' If No drip nose Is used. 6" 6' o V 6N maney Centenne - 6" fft 6" 61' 3„ 6" 6 3" 3" _ fil 3n 6" SHINGLE INSTALLATION GUIDE JSPACE EVENLY SPACE EVENLY ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EITERWALL FINISH AND EXTENDING MINIMUDOVE — — — — W X G' H GALV. VERTICAL RISE OF FLASHING AL WALL FLASHING CONT. AT KNEEWALL KENTRY PLASTERST SEALANT B X6S�AVS . 7j N. n E UN 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r" 6" 3" 3" 3" 3" 3„ � III — _ Ili E r I 3 n n 3" I 3" 3 3"I 651 6h, DOUBLE DOOR W/ SIDELITES N 6" ;PACE :VEN LY )" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0a' IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 °.IIOeII° t Ir' Ir I 16" MIN. DIAMETER ° ° I CONCRETE FOOTING D 5N SPACE EVENLY FLASHING DETAILS 8" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLA RING AT ALL VERTICAL WAIL 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. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS 5HEATKNG BY OTHERS CAULK BETWEEN FIN &SHEATHING EX'TRIOR CAULK BY OTHERS OA. WINDOW HEIGHT EXTERIOR 11/2" MIKE REbMENT. --08 UVOD SCREW . a1 Irnslaoll. fr- � w911tt9lla� SHIM SPACE 1 INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R906.2.8.6 DRN EWE. 'RDVIDE DRIP EWE AT DWkS AND UABI OF 51INGLE ROOFS. OVERLAP TO UE A MINIMUM T 3rn :7&rr). EAVE OMP EDGES SFALL IrIND Vsn 3ELOWSHFATHING AND EXTEND EACH ON THE ROOF A MINIMUM OF tin. DRIP EDGE AT EAVES SHAL-BE PERMITTED TO BE NSTPLLED EITHER OVER OR UNDER THE UNDFWAYMFNT. IF INBTAII FD OVER THE UFnERIAYMENT, THERE SHALL RE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE CHIP EUM FLANGE. DRIP EDGE SHALL trE MECHANICALLY INI A NIMIMUM OF 12111 ON "ENTECRR. WHERE TFE Veld AS DETERMINED IN sCCANCE W "N SECTION R301.21.31S 110 MPH Mahmtlum Fapaner 5l d (lama, HesdeMStllj. m A- w an I .1b Srewc 14Gimtng Ftn" ecteriu' Vim d I I Wall Framlpg: *2SprLAeFnne/Fe Or Bew Silicone _. grew Mhniteum Ponetrabon GlitingDead Grog Section V few MNHI 117 . Silicone FihertoySheathing Step 1 rile m to be are the opeNng is 3/8" ho I/2" larger than the window are both verbally and hotmlhtally. ° You may wish to predrill the installation holes In the fin at this tlrtre. ftWord III P&PXXW hdaM, Me mourelcg 0# as * acenot Step 2 Apply a gnherous bead of silicgre to the baddide of the maro ng ion. Ike eraugh sdiarle to sufficiently fill ail Voids beweem the fin and the wall sheadomg. Sber, 3 insert to window intone opening hbm the artdde. The window Is labeled "made" and 'ohltlde",but If these label hare been returned the glarig bead should ~ be to the Inside ofthe bugdl , Step 4 Instal shms Under the sill, adjusting than unit the Unit IS phone In it* openbg. Shims shaud be imbelled Under the at every 2 feet The window should be bashaily cerdened In the Opening who no more than 4" gap between the window and wall howng. 5 Imtalla#lox 1- 'screw 4°from the tamer of the fin 9 NO end of the had sill and both jambs. Sep 6 Install the remaining fasteners In 8-Increments from the caner stews to the Amer of each frame member. Use are not to mr- tghtenthe scrLnMsand pUdl tlhem thraghthe lAl Ako, make sae Lye screws go in straight and do not muse the flame to bow. Wallframng should be a minimum of #2 SpnuaJPkWFW. Fastenasshould be*10 screvrs of adAdettlength to achkve 1-3/6 edeoaeahptothe Was and rlolessilmI/2"from ed offirb . Fameher euacrtilMs newled In eatlh atle of framele azNleve B°snaMlm Step 8 If desired, a foam Insuatlgt can be applied lip the ihterdr gap between t* window and wall framing. If ghpeed, MSmost be fhr A'0tJ fXPA/vOfMG n ftfMAK. Step 9 Since three windom are typically used In roams with high moisture, Is; bathrooms, it is reammended that the Interior gap between the window and Wall framing also be seated with Slim a and tooled so as not to Interfere with the IneslWton of wallboard, file a mm. Step 10 once all construction Is complete, remove the bubble wrap from the inside and mhbaoe of the V*&w. If necessary, dwn tre WodG with a mid detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DAD' IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY APP. g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS - Florida Metal Products Inc. FLAMCO UMO'd a vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, " FROM EDGE AND 4" Q.Q. TYPICAL MAX. R.21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PROD C TAMKO No. 30 #30 SP A SA UR D RG NIC F LT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328 RS 2nd Choicel I I R905.1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 ss x, 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUE RP. FIBERGILASS DOOR GLAZED INSWING 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 FL20461.1 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSHOUTSWING FL20 46119 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice The Tapco Group 7" Staggered Shakes INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 1'h" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING FL20403.17 2nd ChowcelN.A. N.A. N.A. Window : 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR WITH MIN. VA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS ON THROUGH Der BUCK USE #8 WOOD SO WOODEW BUCK. OF SUFFiCIENT SUFTENT LENGTH TO ACHIEVE lb4" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.1 R9 - +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0 -50.0 / MI WINDOWS 3540 SERIES Picture window FL1S644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ILIA FL la504.1 Horizontal EDGE FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK WINDOWS 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 146" EMBED. TO AL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice 5/8" MIN. EMBED. INTO W006 BUCK. Soffit: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2QTI" NAILS SO" O.C. IN OF SOFFIT LENGTH FL16503.4 R3 Hurricane Panels: 1st Choice 46 PSF EXT/ 46 PSF INT. HURRICANE STORM PANEL MF( INC. 24' Ga. Galvanized Steel Storm Panels DIRECT MOUNT. TOP'k"-20 MALE PANELMATE W/ WINGNUTS AT 12 h" O.C. BOTTOM'/a"-20 SIDEWALK BOLT w/ POWERS CALKAN FL16293.1 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 m FP 0 00 W e ft xE x Og 60 LL LL LL 9g ma S. Z w W #= Z5-6 ro ae8 g$5 3 o Y� t 5 ISg W�gm°� C O LiJI s W,� Z�Fu m ag �� d a G 3g p C J h O § �'n� WVUMM.FOSFM1G.COM ❑ ❑ ❑ W Z z � z C4 J N d r LO 1/V) 2 M Lou o ". o Om w g c fill m m � J U —N E ,. u OD o �QLa Q N O o0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj JJob Information: 0 z � L1J ° N a N 11% M in s-I c-I 3 �° i z 1-`SUm $ a ID J Lu i J 00 w U) Model Name / Number: 1820 (• Plan Issue Date: Wednesday, January 20, 2021 FKA PROJECT NUMBER: 21-0181 Sheet: Of: S-5 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 GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER envelope general. Exterior walla as d provide the betiding with a weafherresistant exterior wag envelope. The exterior wall - DOOR ROUGH OPENING TO BE USED. envelope shall Include flashing as described in Section R703.4. f�WEATHER WINDOW UNIT RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE > EXTERIOR SELF -ADHERED FLASHING 3/DHESI E T OF CA APPLIED SELF -ADHERED F LAS H I N G - SHEATHING BY LAPPING DOWN ADHESIVE TO BE CONSTR. UNDER O.3 In : 12.0 In required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) WALL BY 6 IN. UP JAMB 6", USE LIQUID NAIL BRAND PRODUCTS DETAILS R709.2 Water -resistive barrier. One layer or No.15 asphalt felt, free from holes arid breaks, complying with ASTM D226 (P"flF"BLF"wiR"au; OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6Inches. Other approved materials shall be Installed In accordance with the WEATHER SELF -ADHERED FLASHING /� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE / CEMT. FIN. PER FBC-R CURRENT EDITION 703.7.3 barrier material shall be continuous to the top of walla and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS t( ( ) manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, whore SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vaPor-Permeablo barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shell be Installed Independently such that each layer RIM JOIST Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather to the watenreslstive barrier Is directed between the layers, resistive barrier above header to allow for flashing installation Refer to the number marked as ®in each detail that corresponds to the 2. Self -adhered flashing plus head gashing under weather BUILDING numbered Items In the list Of instructions below: Fxception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier PAPER 1. Install self -adhered flashing In order as shown by numbers -rester ng l that of a -minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater -absorbing layer or designed drainage space. 3. Fold weather resistive barrier track over head gashing and O O / 2. 1 nstall flashing and weather resistive barrier to form water shedding laps seal with tape 2 2J 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Rashin Flashing. Approved metal flashishlon or vinyl flashing, selwith the membrmanufacturer's and mechanically bons.et attached flexible flashing shall be applied ahingl�fashlon or In accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid applied membranes used as flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING FWP( 3 scoring Cuts Instructions. AN flashing shall be applied In a mariner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W PO EXTERIOR DOOR WITH DECK - SECTION A IWP02 CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER water to the building structural homing components- Self•adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, ``etttt r r n r � RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid•applled membranes used as flashing In ��� 0 TOR fs EXTERIOR SHEATHING RUBBERIZEDApproved ,es '. exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows flashirngs shall be Installed at the foaowMg locations: �� Q •.••EN S �p EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE GJ : • ��' 4 -� 7. Angle of comer may vary, adjust folding of the Flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner No rt' ram. REFER TO TECHNICAL (SEE DETAIL WPOI) 1.Exterior window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the ., N - OR EQUAL WEATHER PROOF CAULKING i 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically C -K 0 UJ = LETTER ON CHEMICAL SCORED O N l.L� - COMPATIBIUTY + RELEASE PAPER attached flexible flashinga shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed it _ in accordance with one or more of the following: A •• p.'� + (BEFORE FOLDING, SCORE Q SELF -ADHERED SELF -ADHERED FLASHING, �`0 r RELEASE PAPER TO EXPOSE ring pp ���� •• FL O EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's Instructions, In and rdshi Instructions or n applications not addressed in the FLASHING VERTICALLY FROM teneatretlon manufacturer's Instroctlons, In accordance with the flashing manufacturer's Instructions. Where gashing �� Rc • •' • • •'• �; ' BOTTOM OF Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. �� S. I o P THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to s ° + MECHANICALLY FASTEN AS Openings g pan flashing shall Incorporate flashing or protection NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage.Openin using at the head and sides. v SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. co'i (SEE DETAIL WP02) 1.3 In accordance with other approved methods. a SELF -ADHERED 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 2SO, FMA/AAMA/ FLASHING O' WDMA 300 or FMA/AAMA/WDMA 400. VVV 2 z 2. At the Intersection of chimneys or other masonry construction with flame or stucco walls, with SELF -ADHERED FLASHING 5 protecting lips on both sides under stucco copings. NAILING FLANGE 1 Q 4' 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS4 6 4. Continuously above all projecting wood trim. DO NOT FLASH OVER - UNDER DECKING U G 9 m O BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 25mg� W m n ono FLANGE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. g e w F. Ln m n SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING Mg- C # W P O4 S. At wall and roof irrtersectlona. € s m s G S rn HALF ROUND WINDOW EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER W PO V 7, At built -In gutters. ® a N $ w a 13 a v?gqmg W En ai O SELF ADHERED FLASHING DECK PROTECTOR W SHEATHING - y g o, Z n n th O¢ d 7/8Cement Plaster 7/8" Cement Plaster 1 in accordance with - - in accordance with s as ASTMC926 o n o --- � ASTMC926 � � � 2 A Ili -' _ SELF -ADHERED wmv.FMEKG.COM ❑ ❑ ❑ FLASHING PATCH 'r Felt backed metal Felt backed metal lathe in accordance lathe in accordance O SELF -ADHERED FLASHING - ' . " Z g DECK PROTECTOR with ASTMC7063 with ASTMC7063 l 1 ) o Building Paper Building Paper Z 10 a B,ref . � 7/16" O.S.B. 7/16" O.S.B. sheathing % . sheathing - DOUBLE - - - SINGLE JOISTZ N Keep top edge /'` to G m Metal 2f weep screed 1 1 Ira n JOIST SELF -ADHERED FLASHING Flashing .: ` V/'- ow to 0 1% SELF -ADHERED FLASHING 1 _ ,� O m r ; 3 1 /2" block 2 Unperforated \ 1 /(a Vulcum 3" MIN 4 Flange 7/8" cauk bottom chit m ,•i-'-f Weep Screed V joint only 5 U � ry E Maintain Metal Flashing r 8 Bottom of 3-1/2" Unperforated '. = o N SELF -ADHERED FLASHING /� / PO SELF -ADHERED FLASHING W P O O APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P09 Weep Screed Flange 7/8" Weep Screed U (n o \H0.8362x;DECK JOIST y �/ OUTSIDE CORNER Q ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" c Do o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 112" Cementit10Ue Q N o m 4'm Sheathing Decorative Finish DAM HOMES All Inside and 'I 19lr outside Corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need to o cut and be miter all 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster butt joints need to GULFBREEZE, 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 VI Jab Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR I� CEMT. FIN. BUILDING PAPER O WIRE LATH 1 /2" Cement I Plaster Finish SELF -ADHERED FLASHING o Ln Block W rn d 2 1/2" Perforated at m WIRE LATH \� Co p. Flange 1/2" Weep / to Co u°a BUILDING PAPER BUILDING PAPER o, Screed `� m Cement Plaster Z V m g a over block 0 m I° EXTERIOR WINDOW UNIT CEMT. FIN. - Slab install bottom VI Model Name / Number: edge of weep screed 1" below 1820 finish floor 7VI Plan Issue Date: OPTIONAL DETAIL Wednesday, January 20, 2021 VI KA PROJECT NUMBER: $ 3 O Note: 21-0181 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Sheet: �� of: SELF -ADHERED FLASHING W C> 0 SELF -ADHERED FLASHING W P MT. SELF -ADHERED FLASHING \ i� / P SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD j� CEMT. FINISH WINDOW SILL CEFINISH PARAPET WALL V Y the weep screed. WATER PROOF DETAILS I a , VrOB IN 1,911 I �� FY.w. LAM " r Biw.1.3A�'^Ykd r�aaz� MUM nouIPA i 'tr YM194 ey. - "135 -� 1 12 rag 14x8 1wada - ,a•A' •__..-- -1:- - -- -__-- ---{fib-•i" ,__, o _ .. R,,.. .0'-•r.. � _ 14x8 1 wcd 185 W Maas - e MASH f 16x16 rag•- 16x16 rag 10 1 8. 14 wc 5 bath duct x14 rag} 4,2 s +' i to roof or wall cap. ^,. 4»;F ;,s w �, w/ standard 70 14x8 lwcd _.. cfm bath fan a ro �akx4 cd l; 1s ^ + r .L y;' 9 l Ox1( rag , _�' t } 10x6 lwcd u a4r5a�o� $, e 5 { Uxr wcd 3 r• 3 14 85 1 _. s ......: s e Ww 4" dryer duct to roof cap w/dryer vent box a L9W.0 ------------- 1 a x 3 ,flNRCCFAL- 7" i 3 12x6 lwcd 165 F*cl4 Ti 6- �X �' r� 1WC 0 OUR 11W WMILWSWC, .. AP-,WW 04 24xl 7" I vain � aEsrrta�p 12x6 lwcd �- 160 2x12 ra 1W qFljw x 12x6 lwcd 135 r 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5 bath duct to roof or wall ca w/ standard 70 cfm bath fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 AREA CALCULATIONS ELDOOR PLAN AU. CI YAe0NS PGAS&- �Y €I4'YY4'a # ! :SSE & F.. s o — � ov O S U) m z O U) LU W � Q REVIEWS 3 FOR CODE COMA LIANCE ST. LUCIE 01 m�NATv LL1 80C (/) Z LU 0 1-- 0 (1) i FILE COP. Z U Q oo _ -i Q � m Z CV Lo O Lu • • Z z o LL =1 Q m I--- Q J 0 D Q [if m 0- J (n Q Q Rating Must have a minimumclearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.