The URL can be used to link to this page

Home My WebLink AboutBuilding PlansSTRUCTURALNOTES: STRUCTURAL DESIGN CRITERIAEX 01. DRAWINGS TERMITESPECIFICATIONS: 13318.1 - CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE REGISTEREDTERMITICIDES INCLUDING SOIL APPLIED PESTICIDES, TERMITE PROTECTION SHALL BE PROVIDED BY 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 ENTRAINMENT, 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 017 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUNC ALL TOP BARS OF BEAMS. CORNERS 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 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 WIRE FABRIC SHALL CONFORM TO ASTM A-1064 11/2" 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 318-14) 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." 5. WELDED THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRAL E TO 9E 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 530-13) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -2018 EDITION NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTNG REINFORCING SHALL BE POSITIVELY SUPPORTED BY TENIF S; ALL BE SUPPORTED ON PRE -CAST CONCRETE DRARY 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 "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTIN REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIRCA71ON E30.16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING AD iESIVE WAS USED IN THE DESIGN OF THIS PRODUCT, IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD LOCATED IN KNOWN RADON G FOR WRITTEN APPROVAL: S PREVALENT AREAS,. APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. O CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8.. WHERE PROJECT IS TO BE BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN T ESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED RH 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 (6) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGf T, GRADE N, TYPE 2, CONFORMING TO ASTM G90,014, WITH A MINIMUM NET. COMPRESSIVE R703.7EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (fm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C2 0-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WIT 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 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE A INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. S NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TII 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 ELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192. DIA OR 1OFT, 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 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 1 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 C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO STOP$ SHALL BE PROVIDED BELOW BOND BEAM. ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR TRUSSES/ BEAMS FLOOR I -JOIST*** - LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN R703.7.2 PLASTER. 7, GROUT GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS k STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVI E STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACINGS ALL 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 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FO 1 (3).E AYS 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 CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 20 20 R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL TOP CHORD OL 20 7 20 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DR� USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 0 0 0 D AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS. PLANE AND ANY FLASHING 2. ALL FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. BOTTOM CHORD LL* BOTTOM CHORD DL 10 10 10 10 INDEPENDENTLY IN ACCORDANCE WITH SECTION R703.4),INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 45 55 (INSTALLED DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TOTAL (PSP) 37 37 R703.2 WATER -RESISTIVE BARRIER. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ•C,ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 50 ONE LAYER OF NO. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE EXTERIOR. WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE. THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROIIAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION 0 OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB 11.�'' FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/2) SHpv,THING SHALL FINISH FLUSH EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. ROVED METAL FLASHING VINYL FLASHING SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED 1 3 " RATED OSB EXPOSURE 1 OS EXPOSURE 1 OR 5 2 WALL SHEATHING: 7/16" STRUCTURAL I 8 / A MINIMUM 1/8" SPACE IS. RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 180 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4 O 5 O (+) 27.6 (+) 27.6 10 (-) 29.9 O 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 O 34.4 O $ 4 50 (+) 24.8 (+) 24.8 (.) 27.1 (-) 31.1 hh V (+) 23.4 (+) 23.4 100 (-) 26.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-O" x 7'-0" O 51.3 (+). 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR_PUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOADASSOCIATEDWITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140MPH OR GREATER TO IN THE OU DEBRIS AREA. CONTRACTOR TO AND IS CONSIDERED BE E WIND-B RNE PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 2 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAIN 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 ' ........ ..-n B 6e�15 Xrj m�� FL O��•'G - s®'I ssloJSP > fy®1881 i11Tt ,. � ran d 3 s„ (a v o gg N ? uo 6g W .a r W m Ii li 9ffi� U§ $`o N W APP 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 DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES!11 SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BEAPPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) Bs Q � W N IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE LL g0 �' a at o COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER .P1 2 iia I R BUILDING STRUCTURAL FRAMING CO PO SSELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING _PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITHAAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS g g0®�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 ASSOCIATION.w �N w m mC1281, 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: 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) IL0 a `� rn K 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fr 100 (PSF) . W ��' TO THE SURFACE OFTHE EXTERIOR WALL FINISH. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PST) 9 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. l7 ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THETRUSS-MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL READING ROOMS 50 (PSF) U • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z g • WHERE EXTERIOR PORCHES, DECKS IN 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 BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) " - o AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) , z N cgby CONSTRUCTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) T Q1 • AT WALL AND ROOF INTERSECTION SLEEPING ROOM 30 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. - 11��J a. y y, - .. STAIRS 40 (PSF) r UPLIFT CONNECTORS FOOTNOTES Z M 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. N 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 �L w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO S SQ. FT. L - u MORE INFO. 0 w E Jum FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE:"�N E i. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE UBSTITUTED 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. .y tt is the Intent of Deslgner/Englneer listed In the titleblock of these -- w t o ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S R OMMENDATIONS 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 ai 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 _ r= m ----- -+ 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. revs em 11 the The Builder and all subcontractors are required to c m v m�0 THE EPDXY. FILLED HOLE. USE A TWO PART EMBEDMENT 5PDXY�(SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE ' review all the information contained in these documents, prior to a N d PRO m 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 commencelhent of any work. The Designer/Englneer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO IRE TO THE MANUFACTURER'S SPECIFICATIONS, THENFILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: _ responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported tc the Deslgner / Engineer prior to DA 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 RT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT, - construction. All construction MUST be in accordance to the TO FOOTING). �. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE ND CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found In these documents. Any questions regarding the CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W/ (4) 44"x 2'4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRYC O RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND. FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND CONTRACTOR d NAILS TO TRUSS FOR UPLIFTS LESS T 86" LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS O IF CORNER STRAP IS Assurance sement immediately. r/ backch with will be considered HAN " SD SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Deslgner/Englneer without advanced 3000 GULFBREE2E PARKWAY MIMEO CONTRACTOR TO INSTALL (2) SIMPSON HGAM1 W/ (4) 1/4" x 11/2 S () / / PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER 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 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR N MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STU D CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIM SON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED. UNDER GIRDER JAMB STUD. LOCATIONS. REVISIONSMASTER DATE DESCRIPTION Ln �,06- Q 1 • w� i di -1S- -Uj DAMS HOME Of Northwest Floijdamw r�WMP1.IANC�' > Cl)�QQE CO O�uN"Ci a T• �C z ~ w m o so -jmUL co U. Tj Model Name / Number: 2265 .,_ Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: MODE'.'L 2265 3CIFL A 21-4887 Sheet: 1 Of, COVER SHEET r BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUPT MARK SPACING TOP BOTTOM SPECIES CAP.(pl0 BWi 18" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)SOd SP1 W/ (6)10d SPF 402 18. STUD, W 10d PLATE STUD, (4) 10d PLATE BW3 18" (2) SP2 W/ (6)10d (2) SP1 W/ (8)10d SPF 803 STUD,8 loci PLATE STUD, 4 30d PLATE BW4 i8" (2) led TOENAILS (2) led TOENAILS SW NO UPLIFT BW5 SP2 W/ (6F10d SPS W/ (6}10d 1s- STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (8) SOd STU srn e7a �" STUD 6 10d PLATE STUD 4 10tl PLATE , (11 J.Od Z 12" (2) 16d TOENAILS (2) led TOENAILS SPF N0 . UPLIFT SP2 W/ (e)10d SP3 W/ (6HSOd BW8 12" STUD, is) 100 PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (6) SOd SP1 W/ BW9 d2" STUD, (6)10d PLATE O%JOd STUD, (4)10d PLATE SIPF 1070 BW10 12" (2) i6d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (S sOd sP1 W/ (6)-hod BW11 12' STUD 6 10d PLATE STUD, 441100 PLATE SYP 585 (2) SP2 W/ (6) 10d SPl W1 (6)-wd BW 12 12' STUD, (6)10d PLATE STUD, 4)10tl PU1TE SYP 1170 FB Wl 311 NOT USED UBLE 2x TOP PLATE TDP of SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO.. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/8-1 FOR NO UPLIFT CONNECTORS 9 BRG WALL TO INDICATED IN WF09 CAN MASONRYWALL BE IGNORED. CONNECTION INFO o 2x MID -SPAN BLOCKING CONNECTORS w/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/1 A B ®32" O C. W/ 7 INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, '> REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD ® 321 O.C. ` - 7/16" OSB PLYW'D W/ SAME EMBEDMENT BRG. WALL DETAIL W/BE DANDENAILS AT GE. IN RF10 AND EDGE. SEE GENERAL NOTE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2- ALL STRUCTURAL LUMBER TO RE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH SILICAS INDICATED 4. SP4, SPB AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF'SW* IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF'SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/1a" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALL& SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE a. IF THE BEARING WALL 151NDICATED WITH THE BWi, SW4, BWi, MID THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFr, THE STUDS ARE TOE NAILED TO THE PLATE AND THE Zx PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 C2 2 x 4 #2 SPF DTr2Z W/ 1/2" WEDGE ANCHOR+ & (8) 1/4" X 1'S/27, 2145 (3) SDS SCREWS (3)2x4SYP#1 OR (4)-. 16d TOENAILS 0 FE (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) i/4" X 11/2" 2145 SDS SCREWS C6 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = �. SYP POST & (12)- led NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G -12000 SYP POST & (12)- led NAILS U - 2300 8 x a P.T. #2 ASUSS W/ (2)- 5/8" ATR** 0 = 24335 07 SYP POST &(18)-16d NAILS U-2320 CB 3.5 x3.5 P.L. 1.8E FLc2400 PSI HDU5.SDS2-5 W/ (14) 1/4" x 21/2- SDS WS & 5/8' EPDXY 5645 MOLMANIZED IF EXT,) ANCHOR, OR ATR** x 5.25 P.L HDU&SD62.5 W/ (1.4)1/4" x EE3.5 G 1.8E Rr--2400 PSI 21/2" SDS WS & 5/8' EXOPY 5645 AVOLMANIZED IF EXTA ANCHOR, OR ATR** 3.5 x 7 P.L. HOU8-SOS2.5 W/ (20) 114" x C10 1.8E Fb-2400 PSI 21/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT. ANCHOR OR ATR*** C11 5.25 x 5.2 P.L. 1.8E Fb-2400 PSI HDUSSDS2.5 W/ (20)1/4' x 21/2" SDS W5 & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUS51352.5 W/ (20)Y/4" x C12 1.8E RD-2400 PSI 21/2" SDS WS & 7/a" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OIR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SVP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WFS7/S3 4, MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR a" EMBEDMENT FOR 7/8" ATR S. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS MAE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Y#. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING 8d 0.131" X 2'A" 0431' X 2 M" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.14S" X 31/' OA31" X 3 U" NAILS & TOP PLATE 12d 0.148" X 314" 0.131" X 31A- 8- O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS SOd 0.148" X 3' 0.131, X 3 S' O,C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.182' X31h" 0,131' X 34" (2) ISO(COMMON) ISEE PLAN - (3)16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)-2x 8#2 SYP W/7/16" CONNECTION; PROVIDE (2) OSB HUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10#2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) 0513 FLITCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON KTS20 TO WOOD POST ROWS OF 12d NAILS 912" OR (2) SIMPSON NETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 O56 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (21 SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE .COL. U.N.O. ON ROOF PLAN. (2). 1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.OEfb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4'X 31/2' SDS WOOD OR (2) SIMPSON HETA16 CMU OR (2) I SCREWS 916' O.C, TYP. N. .COL. U.N.O. ON ROOF PUN. EACH SIDE. (2) - 13/4" x 117/8" LVL PSI. NAIL BEAM 2.0E THER .CONNECTION: PROVIDE (2} U0 FA USING (2) ROWS SIMPSON L5TA24 OR (2) 114"TOGx 1/4"x301 SDS W000 SIMPSON HTS20 TO WOOD POST SCREWS 4916' O.C. TYP. OR (2) SIMPSON HETAlo TO CMU .EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 13/4x16 LVL 2.0E Fb=2600 PSI NAIL BEAM CONNECTION: PROVIDE (2) [M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' SDS WOOD SIMPSON FIT520 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1- VERIFY wrrH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET, H2 ' (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 - 2X1 #2 SYP 0 S W/ L DER NOTE #5 SEE GENERA HEADER 1re FLITCH PLATE THIS SHEET H4 (2)-2)(12#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3(4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4' X 3 IrZ P H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 016" 0 C. TYP. EACH SIDE (2) - 1314- X 9 1/4 ATTACH TOGETHER W1(3)ROWS 1/4'X3 V2 Hfi LVL 2.0E Fb=2600 PSI SDS WO SCREWS ®1W O.C. TYP. EACH SIDE. HEAD ER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS - OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS - KINGS SIZE EA. END EA. END EA. END EA. END (1) (2). (1) (2) 4'-0" -.9 -0" (2) (3) (2) (2) 10'-0"-16_0" (3) (4) (3) (4) GENERAL HEADER NOTES 1, VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER I6 ON THE 1St FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCnONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/63 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2xl0 OR LARGER. S. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7 fN 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 _ O +24.8 / 31.1 O+24.3 / -27.5 -O +23.3 / -26.0 14'-0" 23-4". - - 19'$" 2'.8"' NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED- THE WIND PRESSURES LISTED ABOVE ARE :1014" 3'$" 10'$" '-0" 11'-4" 12'-0" 7'-8" 'ALLOWABLE" PRESSURES WALL LEGEND DEL 25 SH 25 SH FRAMED WALL 16" RECAST ABOVE 16" RECAST ABOVE Ems' ;^�'T - Y - - - - - B - - - - - - - - - - - - - - - - BEARI LL - EGRESS NG FRAME WA "Il W/ A.B. 2,10„ N _ TUB /SHO ° ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING HOS , z ATTACHMEPS�' BW1 '; 1668 00 NB /SHOWER BIB I H1 w � W LANAI 4 ro UNIT ATTACHED PER NAILING SCHEDULE ACT AS :,r /I _ SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR 8'O" CLG m ro ©T STUD SPACING AND GRADE. I D 0 ©= 10%0" 31_10" 2'-4" 2'-8" 4'-6" xi H O BEDDR 0M 4 v, 3450 SH �� 8B oTCL 3 8'-0" CLG Ioo MASONRY WALL 8'-0" CLG , B 1 j11119tp rll else , , ° xv �U TCTR� �s ` W/ A. P ATTA HMENT (2) 3050 SH �tvO H2 - ° I P G N E ,fi Q w _ 2868 O 5,$„ ° 3,_7„ 1.3„ 6,-4- BW3 s H1 BREAKFAST M ° nw. 10'-0" CLG m I GENERAL NOTES r o° Y ESS,2j . G.T.. 2868. - 266 2-2068 - . 0.. s� oro-. C' w 1. R302,5.1 Door from garage Into house must be a �� FLR z 8' CLG _ _ _ _ _ y _ o minimum 13/8" solid wood door, solid or pie 0,4. L'I,,. i� LINE 36' FLAT BAR R/SH N honeyoombcore steel door, or 20 Minute fire rated door. ��e� F S O1-1 rr, 9""1 x0 cc TOP ON 34V2" it �4 c"K ..;,.. N ! lift 1111Y/1Y WALL ; N acceptable. Ventilation sttoahacbe permitted soffits space and exit through 13'40" N 18'-9" 2'-11" 3'-10" 3'-6" 2'$" 3'-6" I R/SH q 2• thebid exhaust fans must vent to the exterior of c - N the soffit if solid soffit Is installed 5'-C" on each side of 2668 2-2068 the venting. Q R/SH I R/SH " - - - - - - - - - - ' - - _ - �, < ' 3. R302,6 The garage shall be separated. from the 5'•4" 3'•8" 4'•10" - / residence and it's attic as required by Table R302.6. / . 4'-10" 6'-8" From the residence and attics by not less than 1/2-inch W.I.C. W.I.C. I a N (12.7mm) gypsum board applied to the garage side. = I = [., SOl Garage beneath rooms shall be separated from all ( N o N z I , yea I S2 habitable rooms above by not less than 5/8 inch 12'-11" ' 11'-6" (15.9mm) type X gypsum board or equivalent.. Where the separation is a floorceiling assembly, the g FAMILY ROOM �[��(�LI�� z�' structure supporting the separation shall also g �� (q � � � w ' _ _ _ N 10b" CLG KITCHEN protected a� Q B�RO •.v-I protected by not less than 1/2 Inch (12.7mm) € c w F ror R/SH z R/SH 0 00 10'-0" CLG 8'-0" CLG "H gypsum board or equivalent. a $ R 8 44 *h ac m . o v L 11 4. R312,2.1 Window sills In dwelling units, where the >s s R , ' I top of the sill of an operable window opening Is located 11 ; I L x less than 24 inches above the finished floor and greater 91 11" a o- �. 'n than 72 Inches above the finished grade or other surface Q LL UI V) aj r , 11 � , I G.T. N O below on the exterior of the building, the operable window _ g E B r 8. a ¢ 3 0 S BATH ju,: m 1- " I Shall Comply With one of the following [3 listed methods]. " I} p = ? •O' • o Y J tQ x 1t 2 2 �] ° r N 4,-10„ 8'-0" CLG 5, 4„ ( 2'-3" 1'-5„ iv I °- - °::.. 5. R30 @ " z' " IDS a w & 0 m d 4 0 t7P'G 8,4.2 All windows within 2'-0" of doors and In 2 g _ N / 2 O " - - -i shower or tub areas will be safety tempered glass. ail 2 d 2.4 �• T 6. Ceiling for exterior erodes and covered porches to Z a `H iv " "L"' * DROP ' ' 8'-0" CLG I i t have 7/16". span rated OSB nailed per zone on pl -' �' CLG ; z ' y x in roof diagram nailing schedule or 5/8" COX. �'� wWW.rOsenG.coM ❑ ❑ 11 7'-2" 11'-7" tl1 12'-11" 11'8" NO 1X T&G acceptable for substitution. m CD 103 rFG GAR. EN R/A 2468 �' `7. EC: R402.2.4 Access doors from conditioned spaces to'ZTUB, 10" COL m uncondhloned spaces (s.g., attics and crawl spaces)hwZ o in - in �` w shall be weatherstripped and insulated to a level ,„, NR u _ _ _ _ _ _ _ _ _ _ ° BEDROOM equivalent to the insulation on the surrounding ------ - DROP BOX T 9'-0" A/C Io v 8'-0" CLG surfaces. >, N _ ------ ° QoM 2 0 6" WALL , , ' a _ I BW3 v N S'-0" CLG 8. M1502.4.5 Duct length Z LO A �1 FOYER 3 $' 3'.9" 5'-6" The maximum allowable exhaust duct le shall be IP��i�e Jj , q, DINING ROOM I EAR] determined by one of the methods speclfled In Sections t11 0 jj C5 I I C2 ' ' ' 10'-0' CLG ' ' - M1502-4.5.1 through M1.502.4.5.3 Q) - ri AQ, , W, 10'-0" CLG O < 4 J j m m, b o' ZO dr m w a N I AT 10'-0" a , r f , o m 9. Ceilings for exterior erodes and covered porches to be O `m ' x' 3" X 10" DRYS VENT I _ ' x' n ' ' THRU OOF n ' 1 �i1i.l_pC 1W3 7/16" OSB on underside of roof trussesshall be U - - o , om , CORNER ' o: i attached to all framing members with 2x blocking`' w m ,: a' MAX L T 3S I g".O CLG a F_ ng „ o, PROJECTIONS L o provided at perimeter. The OSS shall be attached w Sd ' ' o ,r WF39 '. ¢, @ALL LOC'S 3 - I'b o �.I °TUB /SHOWER nails at 6" O.C. field and 4" O.C. at es or 7d screw m _ LIVING ROOM - - - - - �' ❑ iv a W o �g c , 2S3 ,. SHOWN `° ;: , _ i ioL, .;., g a dges. Viny( ceiling to be U - E - HANSO BOX x _ ' shank 3" O.C. field and 4' e INVERTED HIP TO 10.' a' 4. 6" F a 2.2668 a o attaches to OSB per manufacturer specifications -- w W o ' CEN N. 1❑ , ®3 FI ,� x BET VERIFY WINDOW TYPE 13 �I f N 7-7, _ - - - - -`-4 - - loll 3068 WITH ELEVATION , _J R/SH UoEGRESS iv a 288 / I (2) -12" SIDELITES C N d b9 4 0 / TRANSOM ABV. DBL 26 SH H1 1 / MET. T'HLD `'► , L.T. O BW3 MS03 \DAMS HOMES CD04 /� (1) SIMPSON HTT4 TRANS. V. , i , S3 C MS03 REQUIRED BETWEEN C2 S-1 / I WF21 Belli SEE ELEV. R S1 OPENINGS / S 3 ENTRY a \/' 6'-2" 4' 6" 9'-1" 5'b" 14'-2" FLORIDA CONTRACTORS LICENSE N0. CRC1330146 DBL25 SH ROOF TRS ABV I 10'0" T.O.M. 3000 GULFBREEZE PARKWAY (iULFBREEZE, FLORIDA 32563 I tS3 q O --- --- - - o DIVISION LOCATION: a I LATTIC ACCESLD PORT ST. LUCIE CDO4 22xsa' MIN 7V Job Information; -_ _-_" 53 4'-0" 8'-4" 2'-0" 6'-0" z-O" 3 CAR GARAGE NN 8,-0„ CLG N C4 "-----_ -- '"------- --, r a)U) ' c 0 ` Ljj 1 2 U a) SE DET. MS03 ON SHEET S-1 M Y AT -ACHED TO CMU W/ (1) JACK STUD a ' ' m � t * W (2) ROWS 12d NAILS STAGGERED ; MSS22 i ; i M512 ® ".O.C. � , I S.2 , HOSE DA. SIMPSON DSP EA. SIDE HTENITRY 0 O O BIBB ONLY 8 X 7 OVERHEAD DOOR , 16 X 7 OVERHEAD DOOR ; 161-01, ILIA. ._...._.._.___-- 14'- # 6'-0" 11, 10'-81 28'$' _-------------- . 'v L A N FLOORPLAN SCALE: 1/4' - 1'-r" ELEVATIONS "A" & "B" t �� oN a m It V a ®_jLLJ� W - J ' ^ ' ^ � v J v, VI Model Name/Number: 2265 AREA CALCULATIONS v Plan Issue Date: Wednesday, May 12, 2021 1st FLOOR 2277 S.F. V KA PROJECT NUMBER: 21-4887 TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 186 S.F. Sheet: ^ L Of: FLOOR PLAN TOTAL AREA UNDER ROOF '. 3137 S.F. ;_ILE CUPY 4 (*J SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. S. REINF. GRADE OPTIONAL CURB FOR F F. VARIES SEE PLAN MASONRY C"P ELEV. 0'-0" • �" ^— ' — ' - — ...w W/(1)-#5 BAR CONT. t•`i ,." +"��• ,., ,n�_--•- ai ems.: ..-� ^... x N J 2 STORY:.2,0" X 20" ^ •` �' REINF. N W/ (3 - #5 CONT. 16". (2) #5 SEE PLAN ; REBAR ° 16 (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = r-G" - REINF. SEE PLAN _F F 8" (i)#5 REBAR FM03 I THICKENED EDGE 1/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. _. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE BOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. * " I 4" 16" 4" ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE' N 2 STORY: 20" X 20" (2) #5 REBAR . Q 4" CONC. DRIVE W/ 1/2" EXP W (3) - 15 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" 12) #5 REBAR V6 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" = 1'-o FM10 I INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) 1/2" = 1'-O" 4" 16". 4" 245 REBAR FM11 STEP DOWN BRG. 1/2^ =1'-0° = V-0" OPTIONAL CURB SLOPED GROUT SEE PLAN - . . OR MASONRY AT TO DRAIN 4"x 4"x 16" e1 SEE PLAN ELEV. WITH CURB g TYP. SEC. BAR (1) #5 BAR CONT. �� 8" ,I• {G.C. VERIFY) `ao + +� Z ^, r F.F. REINF. g �O - a _ • (SEE PLAN) 2 #5 CONT. INSTAL' TING 2 #5 BENT BARS W/ MATERIALS PER •'"-` x " - N N FBC•R P2709.2 •-` MIN. 25' LAP SPLICE MUDDED FLR. 16" -� �'• SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER /z"=1'-D" FM18 TYP. STEP FTG. DETAIL ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN rr BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ao 45 X 25" X 25" P CORNER BAR ONE 74 'E FOR EA. HORIZ. REBAR, TYP. U.N.O. N (2)#5 REBAR 18" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10' THRU FOOTING W/(3) - #5 CONT. FM%91 TYP. CORNER BAR DETAIL 14/2"=1'-0" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM. HEIGHT (h) NUMBER/SIZE OF BARS LAT. F,C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'.0"-2'-0" 8" 10" 16, 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-0" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 16'. 16. 48" 48" W/ (5) #5 BARS CONT.& 1162# 2'S" #5 Q 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL A NOTES:. le Ni Y�FF fit)11 hr'�G OIF ` �� E xS J'o ��0j�u tloowr,9T�� m u, w g = Y Ili LO coo ror• JI �sa �8mm n�or�io$ a a g § a "mom '6 rn �LL a vi 4 z��1�a°� � F�g � Q mF p5f p �+ " s W g j m m J III! a Z D ° 9"A w.RTsMOCI Im ❑ ❑ ❑ z � z � o z o Z' co q, Q��. to _.i aiIn e Z.(N VT (g m W 'O V w f Ln U—NE N < of 0 O r- Q N ono FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L� O z W 0 y LO 5m cm ai a � E ¢m J W V/ (n f Model Name / Number: 2265 f Plan Issue Date: Wednesday, May 12, 2021 f KA PROJECT NUMBER: 21-4887 Sheet: A A Of: FOUNDATION DETAILS Cll C �n•1V LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10'000 A/C (AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 25,381)=10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 167 7M) INSTALL FAN BOX PREWIRE INSTALL FAN .69 INSTALL FAN BOX PREWIRE BOX PREWIREWP / GFI / hop 0 \ C I FI :GFI L11 DI 220 FOR HOOD O. / I� OGFI - - - - - - - - -' ATTIC ELECTRIC r'l FOR D/W IF REQ'D BY COD I 1 I 1 FI� GFI _ GFi W 1 C_D�d._D GFI, I -, m—_ I A ,FAN ' = RREWIRE II I J INSTALL FAN /©BOX PREWIRE I/ I , 'NSTALL FAN 4J BOX PREWIRE CM r GFI INSTALL FAN BOX PREWIRE VERIFY COMP. LOCATION W/ 220� BUILDER Wp GFI \ ; 2k INSTALL FAN BOX PREWI RE'6.d ii I II JFI I I 220 AAAAA /1 / v L�- JI---------------- / LI - J \ GFI CZ6 42" 11 I II II r I, NOTE: _ _ LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE _ ATTIC ELECTRIC DOOR IS PROVIDED A DISCONNECT SHALL COAC LIGHT COACH U HT \� IF REQ D BY CODE ) BE ADDED AT METER LOCATION. o \ 042" id ~ _ a 141FI 195-9 --bFI \ FOR GARAGE i DOOR OPENER i FOR GARAGE \ 1 1 1 DOOR OPENER I 1 1 1 PLACE COLUMN COACH LIGHTS ON \ ; WALL BEHIND WHEN CRAFTSMAN ELEV "\. ; ;: GFI IS USED 42"i HOSE \ ' ' BIBS 1 I 1 NOTE:. KEEP COACH UTES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. �_� _� COACH LIGHT - — _ COACH LIGHT __ - __ - '— COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM RNISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" ARE (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF j LAUNDRY ROOM 36" ARE 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 OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED .TOPROVIDE 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 DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR. SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 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 2.1. 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 WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER 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 n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET �L W GROUND FAULT INTERRUPT (n ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT c=i (b 220 VOLT OUTLET O- DOOR BELL I*SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING ( BATH FAN W/ LIGHT I C INTERCOM SYSTEM Y® L.E.D. DISC LIGHT M GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2I0 COPPER OR 4N ALUMN, IN 2" CONDUIT METER MAIN DISCONNECT 200AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. i I. N 0 N N a m m w 3 FLORIDA CONTRACTORS. LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: LL 0 Lo LLJU M a N M m l6 N 3 �F N m d' a ® 0 J W J M (n u° cn Model Name / Number: 2265 Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4887 Sheet: Of: ELECTRICAL PLAN mill! r ^I%, 48" OFF NDOE VENT 12 TOP OF BLOCK TOP OF 81-CK W HEAD H T VPqw—qk PNOT W ro io a tO 23 SH LITE TEXTURED - LITE TEXTURED CEMENTITIOUS COATING CEMENTMOUS COATING 25 SH FIN. FUR. RN. FUR. LEFT ELEVATION "A" SCALE:.3/16" -1'0" 48" OFF RIDGE VENT AS- OFF RIDGE VENT TOP OF BLOCK TOP OF BLOCK W DO HEAI 0 W W io RN.I 'TOP OF BLOCK C bo W'DO i0 HEAD HGT FIN. FLR. LITE TEXTURED 25 SH CEMENTITIOUS COATING Lj DBL 25 SH W'DOW H �Y1 iD FIN _FLR. HGT Q 2660 SH DBL 3050 SH 3450 SH 2868 REAR ELEVATION SCALE: 1/4" =1'-O" ERG O ENTRY - _ - _ - T.O.M. WIDOW HEAD HGT 8" FRIEZE 30 t0 FINISHFLOOR DBL 25 SH 1 6 311 17 -- 3068 DOOR WITH (2} 12" SIDELITES & 63" X 16" ARCHTOP FIXED GLASS ABV Im 7'4" T 4E"OFFMWE AW FIBERGLASS; 6/2 SILL DRL 26 SH ARCHTOP 0. OfFNDOEMn VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net q5 Inches of venting needed equally for Intake and exhaust Soffit product provides"' 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/sf Ove rhang distance 1.33 ft S.F. of Area to be vented (SF) 3137 s.f. Total needed for exhaust for upper 1/3 753 netsginches Total needed for intake (soffit area, lower) 753 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 137 Lineal S.F, provided, by plan 1255 TOP OF BLOCK tEWA11 i. R NOT 0 BD LITE TEXTURED iD CEMENTITOUS COATING FlN. FLRJ RIGHT ELEVATION "A" SCALE: 3/16' =1'-0" - _ - BRG. ® DINING RM. f. IMILMIII1III 11 ImIUIimII�JIMI�JILE I1miI R WOMEN 1010a00000 _ IN 111 �FE— II�J07E] 0000 00000NEN1nnFINISH l`LC1iDR OVERHEAD D••" 16 X 7 OVERHEAD DOOR FRONT ELEVATION "All - ov1' s g (D LO to 3 e Uo ro o00 co 0 co Yk -.2 58'-m'F Qm n"-1 6 rotr a5v5 �e a pJ N e �fi it. Z w w 103 Z z O ix 3E Y 'p� em &g WNW=� LL ZN ME m Q � F� d� 2 g Z IY a - (C(�) 6 J fA 0 ''-S �'�b WWn'.FDSENG.COM Lx Z O O0 P Cq Q s <A 6, y to , Z N A'.gz,,, , LL W Ln W ✓1 c Va I E ~ ~�� x `I U d"o qv : Q Lo O OD —oLld�� _jam ®D MS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information +" N eH s LO „L N CV)M .+ E 2 a ® ®—I LLJ m o DO L` J m Cn U) Model Name /Number: 2265 rI Plan Issue Date: Wednesday, May 12, 2021 ® KA PROJECT NUMBER: 21-488i Sheet: ^ Of: ELEVATIONS - A SEE DER. TB03 1 G.C. TO PR( BLOCKING" W/ APA IRS FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" i 20'-0" MAX 20 0" MAX FOR WIND SPEEDS < 160MPH * ALTERNATE SPAN RATED 32/16 HEATHING MAY BE USED (32/16 'THE SPAN RATING. THE SHEATHING HICKNESS IS 16/32".) IF 15/32" IS SED, THEN THE ALTERNATE BLOCKING i NOT REQUIRED AT HIP SECTIONS DETAIL TBOI mail mile ins H 11 w EQ. BOTTOM CHORD GABLE END BRACING OP CHORD 2X4 #2 SYP 4'-0' MA. MAX. FOR FIRST (4) BAYS BLOCKING @ 16' O.C. MAX NOTE: FOR FIRST (4) BAYS 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. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH 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) 1 160.0 MPH WIND SPEED (ALLOWABLE) 123.9MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 1045 DEG- WINDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r a �f—T HIP .37.02 -51.06 -51.06 =SLOB ,D*` 10 GABLE -37.00 -37.00 -58,99 -58.99 58.99 76.03 O ROOF NAILING SCHEDULE/ IyAILING ZONES (SHINGLE AND TILEL' T ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (I Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: If32" EXP. 1 (12a) f TILL '232" EXP, 1 (41'20) .NOR 1R CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 3&" x 0.11 W) NAILS L r r 2. WHERE THE SHEATHING THICKNESS IS GREATER T14AN Ian', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (216" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES DROP GABLE END & (1)ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEC, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-112:12] @ 16" O.0 FIRST 4 BAYS WITH.(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM la" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. (� NAIL AT RASE 2 ROWS @4"O.C. w/Sd COMMON NAIL. © MAIL AT TOP PLATE TWO ROWS @4"O.C. w/Bd COMMON NAIL. O NAI L OPENING PERIMETER W/(2)ROWS V4"O,C-W/BdCOMMON NAIL. O NAIL INTERIOR AT 6"O.C. .1 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS S NAIL @ V O.C. w/ Sd COMMON NAIL O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ e O.C. 12) ROWS @ TOP & BOTT. © (2)SO MAUS@8"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END 15I32.058— EXPOSUREI SHEATHING AS REQUIRED II 11 11R VIDE BED PER II 11SECTION XX IF NOTI�FULLHEIGHTSHEET ------- © FLOORSYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 211Y. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN B' (2)- 2x TOP PLATE BEYOND 15W" OSS EXPOSURE / SHEATHING ------" --- -1 11- N II— II II--- 'll II 11 II I SOLID 2X BLOCKING p F III ! I 11 II II I �ESSHEATHING III III .III III C II II 11 III D /JELL II I 111 II IIIl�_ III II D II (SEE SECTION XJO p F III II III .OPENING In R If u I II I. --- III C III x I 11 I a0� III I __ J ___ _ _ --- - III IIII I I II I III IL '.I II I I I II II II I r 2x STUDS BEYOND. W W B IIII I k I1 IIII II I I II I SEE PLAN N IIII IIII II II IIII I I II III II II II I I II 11 1 1 ?r IIII IIII IIII I I I IIII I I II 1 II II IIII II II II I 111 II 11 II l II 11 II I N IIII II II 'I II II II II _ _I 1 ALLSHEATHING 1 1 A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM SPACING 3M4 �trr B 117, S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING :jet— clO 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL. BLOCKING LOCATIONS MIN 2 X 4 02 SPF TURNED VERTICAL W17/1B" FLITCH PLATE TO W/ (2)120 TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/(4) 8d NAILS 8d NAILS 0 3" O.C. SECTION X-X rB13 IWALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.; CONNECTOR SCHEDULE FOR: ADAMS HOMES -2265(ELEVA 3CF TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN. RATING ..., C1-05,C1V- C5V, CIS, E5, E7, E7G, E75, L / R - 849 # or less HETA16 / PER TRUSS MFR 1810# (9) 30d x 1-1/2" E7V, E22, H5, H7, H7V, KGl, K02, R2 10dx 1 D9-D19 L/R -787#or less HETA16./H10A 1810#/1040# -1/2 2" 18 10d x 1-1 18 (9) 10d x 1-1/2" G7-G19 L/R -1414#or less.. HETA16 /:,HETA16 1810#/1830# (9)10d x 1-1/2" (12)16d D7 L/R -1770#or less (21HETA16/(2)HTS20 2365#/2620# 48 10d x 1-1/2" (18)10dx 1-1/2" M,M3 L/R -539#or less H10A/H10A 1040#/1040# 18 30d x 1-1/2" C3Sl PB, P81 L/R -91#or less CONNECTOR PER TRUSS MFR. FG L/R -1259#or less' (2)HETA16/(2)HT520 2365#/2620# 48 10d0d x 1-1/2" x E3, 13 L/R -211#or less H10A/PER TRUSS MFR 1040# (18)10dx 1-1/2" (9) 10d x 1-1/2" A,99-B13, B21 L/M/R -871#or less HETA16/HSOA/HETA16 1810#/10409/18104 (18)30dx 1-1/2" 9 10d X 1-1/2" - (12)16d B7 L/M/R. -1453#or less (2)HETA16 / (2)HTS20 / (2)HETA16 2365# / 2620# /2365# (48)10dx 1-1/2" 12 16d (9) 10d x 1-1/2" 815,817,919 L/M/R -898#or less HETA16/H10A/PER TRUSS MFR 1810#/1040# (18)10dx 1-1/2" (9) 10d x 14/2" A2, A4, D21 L/M/R -842#or less HETA16 / HTS20 / H10A 1810# / 1310# / 1040# (24)10d A 1-1/2" (18) 10d X 1-1/2" GGE CONT ERG - 114 PLF or less TOENAILED 330 PLF 16d @ 4" O.C. PER GE01/S-4 813.SUPPORT COLUMN M&R -952 If less DTT2Z 2T45# 1/2„ WAor g 14"x112" SDS SCREWS " 67 SUPPORT COLUMN M -1461 #or less DTT22 2145# g 1/41/2"xW1A1/2'I; SDS SCREWS TRUSS MANUFACTURER: PROBUILD/BPS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 4/28/21 L=LEFT, R=RIGHT &M= MI DDLE BEARI NOS. BEARI NO LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS.' ALL CONNECTORS ARE SI MPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS W SYP (NAME IO H%TA16Wa%10dxl 1/TOR MASONRY FE'rA20W( lDdxl VT IAID O FRAME A E10 H28Aw'/ItOpd NNL9 ilS& am FRAME TO Hl0h*(18)10dxl 1W 101E 1040 © FRAME KI0 MA1S)10dx1 VrAT21PLYTRUSSE6 IRA& 1080 OPRAMETO WS12-M4)l0dx Ill"IAT EXTEROR *�" FRAME LOCATIONINCWOE )12d TOBTMS) OFRAMETO MGTWR2)I0d NNLSAND518' A.T.R. WIT 3M ]Bfi5 MASONRY EMBEDMENTW MMP90N 9ET'EPDXY OFMME TO HISM wfaMfl0dx11WONTEXTERIOR I145 1310 FRAME LCCATNXINCLLX)E(3)12d TOENALS FRAME TO (2)HT3w W(4B)I0dx 1 VT(AT EXTERIOR 2250 2620 FRAME LOCATON INCLUDE (B)I2tl TOEM!L9 W(15)IOd NARSA10(2)SW A.T.R. © FRAMHOT4 WIYEMBEI]MEM WPoMPSON"SET' 1D69D NONpY EPWCI (HOTa FOR34KY1 OFRAMETO FGTRW (18)4/4"X 7$OG WOOD SCREWS MOD 4T25 MABORRY AND (9) 1l2'x6' MEN NO ANCHOR BOLTS (1) LGT2w1(18)16d SINKERS OFRAME TO &(7)iM'x21R"TrrE 2 1710 2OW MASONRY EE NOTE#B ELO - ©2 FRAME MASONRY/ (2)LGn W(32)16d SINER9&(14) IN'x21N-TITE OPLYTRUSS) 5500.1M 40MA1 FRAME OR(M)INSINIERSFORMAMEOW 8240E 3770-F FRAMETO Oa U3T3W(24)1Vx3'SDSWREM 4790-M M70HA J3 Aloo Y/ &(3)Wr xS TITER (2 PLY TRUSS)" 501OF BUBO-E USP- CONNECTOR SCHEDULE CONNECTOR S FASTENERS SPF SYP H7AI5W(1O)lWx11Q-OR 1585 law NTA20 W(10)Wd x 1 IW RT7AW(1OIBd HAILS BIB BBB RD&AW07)10d x 117' an law W(I8)l0dxl 11TAT2PLYTRUSSO On IM 2W(14)10E"" f/LT "'Do 1005 11>M DON INCLUDE 3 Ud TOENAILS) BW(2BYWNALBANDNB' AT.R.W 3330 4495 3EDMEM W 91MP90N'9ET' EPO%'r 20 W(21)IOdx I Iff(AT E%TENOR 1285 IB30 AT%)NINCLUDE MTOENAT:.6 Wo"")1Od x l In"(AT EXTEROR 2570 3000 TON INCLUDE(HIWTOIB4AKS'll--A) 1 w/(161104 NAILS AND (2) 5,8' A.T.R. r'.EMBEDTMENTWSIMPSOI4"SET' 7020 97W 3100,161 awDF 818D&1 a4eBF L2 BEAMTO MASONRY/ Nu46CIPI'nU[i15 W/INIIW NLYIua (l2)l/4'x23N'TREN(T0MA6J 0816Aa um Ma000 Mtn noaSVPrxIJ9awIlWTW WUWa (12)1Wx23/4TAPWN6(TOMASJ GRI6l6 UNIM WsulC u0no FRAME OR(12)TBd&(MRdIFORFRAMas SYP'F 8YP4A OR(12)I8d&OHIR1(FORP7MLE) SYPF BY" FRAME TO (9) NETMS OPT(21 HEINN 19II0 1920 low (2)HTAIBOFTOOHrYA2O two O MASONRY 1-PLYW(10) 10dx11R"OR 2MO 1-RYWO0) tOdx1112-M 2430 2-PLY w/ To)1& 2-PLY W (12) I9d H1TSMIBW(81lOd NAIONBD(4)1Mx21/4- EBE 1110 HTWM16WIB)1 D(4)119AI W4" tMB 1226 O MASONRY OR OR MASONRY HTSMF.1(1OHW MILS AJD(4) 1/4421M 9191 1110 TWMW wl 11 all M NALS AND (4) 1AW SN" TAPWN9 WEDUE-BOLT 1145 Tees ©FRAME TO HI03 W(0)Wxl 1? RAILS AND (2) 3SW' 7M 910 MASONRY TITAN HD FRAME TO DTTMW(8)l/rA In' BIDS WOOD DT*T2W(1)I911xl Vr WB15WOKW © MASONRY SOMWSAND(1)l,ZBAl'.R. EPOAEOw/ 1835 045 9DREW9AN0 (1)1R'00.TR EPOx1EYW 1510 1835 SIMP80N"SEr6EENOIEM SIMMON"SET" SEENMEM FRAME TO HrratwOB) INN IR'N.VLS AND(1)W 0 HTTM V Pa) 1W k21W NAILt AND(1) qO MASONRY ATROMOEDw/91&PSON"SET' SE HOOF 0 EN #4 BELOW) 4T75 5000 518"80.T.R EPO%IEDVMMP80N'BEF SEE NOTE#4 BF10 - 5005 TO HIT4 W(IB)15tl#f2'MILSANT -0 HTT46W D ®FRAME MA9OMRY AT.RSEFEPDXIED wl NOTIF44BP80N'HET' EE NOTE /M BELOW 3610 4235 ONOXIED WSIM&SN 130 Sl8"B A.T.R. MLPBON'SET' .E NOIE #4 BELO - 4180 OFRAME TO FRAME H109VI29110tlx1 1/2'NIAIL9 InB10 LUUTIW123)!N%1 1/2'NAILH 8]5 I046 OFRPME TO HM9KT W(/)iN'xi l2"SDSNAOD � 780 Ai1&A w/IB)tOtlx 11/T NNLOH 1995 i385 MASONRY 9CREW9&15)1M"x211/'TAPCONS (411M'x 13N'TMCON9 FRAME iO VGTW dB)1//Yi'BD6 YPoOD6OREW68 VO MABONI(Y 111MTHA.T.ft. FJxPOEDWBMP90N"SET' SORB 49d0 W 12' MIN. EMBEDMENT FRAMETO (2)VGTW192)1MNJ"SOSWOODSCREWS '.. O MASONRY 8(2) Sl8'B A.TA WOMED V MMPSON 5110 718E TEP W IT MIN. EMBEDMENT OFRAME TO VGT W (18)114'xi" BOB WOOD SCREWS& HD04.9D925 W(1011M'SQ 112.9D9 WOOD SOBS 4555 MGM W (22)1W NNLS & 11 T45 w/ (18) 41W FRAME 6CREWS&(11SM'•BA.L2 10tlNAI19&IIINB'OA.T.R Y O FRAIdETY (2)HTlioltnJlB 210'NAILS& 43% �O (2)HTT45WM4aI0d42IYCNNLS - 5005 FRAME n)5OYft A.T.R(SEBNOIEW) &(t)SH'0AT.R.(9EENOTEW) ncNc"u rvwucr+nv Nnx4. 1. CONNECT ALL FLOORTRUSSES TO INI'l S RANG WOW WALWI MAM6W 012d TOENAILS. 2. ALLTFMSS TO TRUSS CONNECTIONS ME PROVIDED SYTRU98 MMUFAOTU R, UN.O ON PWI. 3. G.O MAY USE ETIEH MMPBON OR USPCONNECTIMS. SEE FRAMING PLAN FOR CONNECTOR C&LOUT. 4. FOR 6INOBE PLY TRUSSES, SCAB ON FULL HEIGHT 5YP#IZW'TOTRU39 VERRCALWEB W(2) ROWS OF IN NAIL$ a 3.0.0.. STABaGERED. 5. IT' MINAT.R. EMEEDMENT @ CMU BOND BEAM U.N.O.6. 9CM TRUES CHORD W 4'4Y'2x3YP E2 (MATCH CHORD LUMBER E�E)w1121 ROWS 100 ®4" FROM END& 4. O.C. CONNECTOR LOCATION A3 MUCH A POSSINTERAT MUCH A9 P099BLE. (D MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CGNNECTONFORALL FlOOF/FLOORTRL195E9 TO MASONRY WALLS/LMEl& ICY WALLS UNOONPAN 2, WNNECTIMATWORS2"O.C.PENDINGVERTICALSFORALLRAORTRUSSESPM&IPLTOMASONRY WALLS WE DI'TAL M12/53.1 FOR MORE INFORMATION S CON(EOTON FOR ALL HIP JACK(CCRNER JACK) TO MASONRY WAULSICF WALUSUNTELH 4. DONNECRON FOR ALL CONTINUOUS RIM BOARD TO TOP OF MAHONRYAT ST O.0 MAK. W(21 AT FPLH CORNEA QC TO VERIFY LOCATION DOES NOT CONMUCT wMJI OF APPLICABLE) LAYOUT 5. CONNECTONL FLOOR TRUSSES TO INTERIOR BEARING WOOD W&LMAMS w1(2)12d TONNLS O MIMM&CONNECTCRUNOONFRAMINGPLAN 1../ WALLORMAM C�ONNE.CTIONFORJACKTRUBSTOW Sol MINIMAL WNNECTOR UNO ON FRAMING PLAN 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 INF ORMATION. 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 8d 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, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. Y '+--METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL _ —ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD PER NOTE 2 BELOW. OTHER TRUSS w/ EVERY (3) CONT 2 x 4 NAILED TO ' - 12d NAILS, TYP. (**) (***) BLOCKING w/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPAQITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/!-CHANNEL SECURED AT 94" O.C. FASTEN TO CMU W/ 3/16"x3" TQEN 2 AT 16' O.C. (IF WOOD WALL, FASTEN W/ 0,148"x31A" AT 16"O.C.) (**)AL UM INUM So LOCKING NOT REQUIRED 'ITS V-4" BLOCKING REQUIRED. I I(***) VINYL SOFFITS> 1%0" SHALL HAVE/ FOR SOFFITS < 1'-4" MID BMID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" I�2ya49/T L7L22pBB ( RP. BBB s Imo. `•O 4 i= f � »0 x v w N iB, 7�� , I ., •'°�� ®fie. 0`B % a'BB�n2i L711� yDo E w` r U� 3I; u oOD �i OD DT) r- Rk #k # �9OA,D ti 9 & � yx MIgN2 Quad: t59 (M W nj a P E x 3 UJ Rgy .01 ul8`En m m 5 � 8E Z N M Z D 1J- J cn F- U 12 WWW.R)SDYG.COM ❑ ❑ ❑ Z_ Or,Z M� J y [L J _ CN r Z N m J y 0 •— 0 w � Ln c F— Q L`2 6 bpD 49 M C_! FLORIDA CONTRACTORS UCENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: c d Ln 0 i M ++ ® .J 'L�LI /� .� M V J LNJu•Jmber; :D�/� V) i 00 O LLL ♦ Model Name / 2265 ♦ Plan Issue Date: Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: 21-4887 Sheet: /1► Of: ROOF PLAN A LINTEL BEAM: 1COURSE LINTEL BLOCK W/ 1 1115 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROW, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ELK, CELLS WITH 3000 P.S.I. - GROUT ONE #5 W LOCATIONS SHOWN ON THE FOUNDATION CONC- SLAB SEE PLAN AND FLOOR PLAN, FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP -OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. GONG. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6)-10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS _ a DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TIP. FILLED CELL W/3000 1, P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S" C.M.U. 1' 2"x 42 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 1' (8) 2 7/8" HILT] TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO ", .... ri. ,� N.T.S. #5 REINF. 20" MIN. LAP BAR #30R #4 REINFORCING T) BAR &. #3 A #d LAP SPLICE 25" MI N. LAP #5 STD. 90° HOOK #5 REINFORCING BAR #5 1 AP SPI ICE SCALE 1"=1'-0" 36" MIN. LAP #6 REINFORCING * GRADE 40 U.N.O. 96 LAP SPLICE MSOS REBAR SPLICE DETAIL - GRADE 40 N.TS. ATTACHMENT REQUIREMENTS SIZE TAPCONS. SPACING If ROWS 2 x4 1/4" X.2%' 12" O.C. 1 2x6 1/4" X. 2AA" 12- O.C. 2 2 x 8 1/4" X 2aA" 12" 04. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST .INTEL y (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF. DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING .REQUIRED MS11 2x BUCK DETAIL NTS O 0 bR AT TOF MIN, N REOb - 4119" CLfi9R @ • J ORpJt ®q r. 9 REBAR Al mttOM G OE uNTN, O Yw BOTTOM RRNFORC li/$"PGTwAL PROVIDED MLIN,EL A eev 9" NDMMAL aIDTH TTPE DESIGNATION F . FILLtD wrcu 4nan I u . uarluen ell y OF 4 REBAR AT POttOM W LJN18 cAvin 8F16-1}3llT NOMNAL wmTu J Rxlnrr w R: NOI'IINAL I nw R R AT TOP MATERIALS 1., f'c precast lintels = 3500 psi 2. fc Prestressed limele = 6000 psi. 3. fc grout= 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reiter provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestre using $trend per ASTM Mies Code 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints, 2. Shoe filled Ilmols as required. 3. Installation of lintel must comply with the architectural and/or Structural drawinge. 4. Untem are manufactured with 5.1/2- long batches at the ends to accommodate vertical cell minfordng and grouting. 5- All lintels meet or exceed L/360 vertical deflectlon, except Ilmels 17'-4" and longer witha nominal height of 8" meet or exceed L/180. 6. Bottom field added mbar to be located at the bottom of the lintel cavity. 7. 7/32" diamen, wine stirups are welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry unite. 9. Safe load murals based on rational design analysis per ACI 318 and ACI 530 SO.Untel min, depths are called out on lintel plan, ifcontractor Installs a dcoper lintel than indicated on the plan, doing this Increases the Strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" beating Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2". Safe loads for all recessed Ilntela based on e" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specifed. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load Capacity can be obtained by the designer by Providing addional mintomed masonry above the precast lintel. 6; One #7 rebar may be substituted for two #5 rebers in W lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at "my from the face of suWrt. 8• For compoure lintel hel®Tts not Shown, me sale load from next lower height 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL w/ 3000PS1 CONC. /GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R F Iio° sTD.so HOOK lo � STD 900EGREE t2 - REBAR ON BOTH SIDES OF OPENING U.N.O. ANGLE 3000 P.S.I. -41 CONC. W/1 #5 DI . REBAR PROVIDE KNOCWOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL& FILL SOLI W/ (1) #E BAR FOR ALL WINDOW OPENINGS 6%6" AND LA ". 8"xS"x16' CMU U.N.O. 5EE FOUNDATION �— .f--""'UNDATION PIA PLAN MR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT I N.T.S. 0 w N c w U Ir = C4 E 107p1 of Y �m Q tV O UOp 'a DAMS Hi N FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULF13REEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 ub Information: TYP. BOND BEAM d) a) 8"x8"x18"K.O. LINTEL &.00K C >_ Ln �O FILL W/3000 P.S.L W CONC. W/1 #5 CIA. 07 r/ ei d E 2 INDICATES FILLED CELL FROM FEB. TO fY1 a U LLI BEAM WITH 1 #5 BAR MIN. 1 7 0 _3 L Z) i j m u) y� � /R DO LL ® Model Name / Number: 2265 TYP. DOWEL 25" . Plan Issue Date: MIN. LAP (ACI 530) Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4887 Sheet: Y Ba M Of: LINTEL PLAN c11 FL- r.nP% BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMIT APPLICATION i PROVIDE BAFFLES AT EAVES S� PLAN (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED. UNDERLAYMENT ' PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE - TRUSSES 0 24" O.C. [ASH]' ON FRAMING SHT. FOR i SHT'G & FASTENERS. ' TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FACE METAL DRIP EDGE 12" DRYWALL CONNECT ALL 2x STU 2X SUSFASCIA TO TOP PLATE WITH (4) 16dTOENAILS SOFFIT. SEE ARCH. PLANS 1/2" DRYWALL .SEE PLAN FOR HEADER SIZE OPTION. 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) -. 2X PLATES MAY BE EXT..WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT, PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. VINYL FRAMED WINDOW W/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926.98A 2X STUDS (SEE FLOOR PLAN FOR 1/2' DRYWALL MORE INFORMATION). SEE TB13 ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC PIT. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TLTEN WITH PERMIT APPLICATION HD) W(2' WASHER AT 32" O.C. WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB oo GRADECLEAN COMPACTED - IT IN _. ) �. 1 2 FILL } a • �' • 1fi"" , SEE FOUNDATION PLAN FOR FTG REQUIREMENTS WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-0" 2x6 #2 SYP P.T. W/ (2) +%"x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b :-I SECTIONAL ® OVERHEAD DOOR 7 `WOOD P.T. 42 0 / /I SYP 2" X 6" 14i:TRIM 2"x6" P.T. WOOD JAMBDOOR AND CONNECTION GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR TRACK MOUNTING DETAIL O 0 IS12 I OVERHEAD GARAGE DOOR ATTACHMENT Iv.Ts. BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA PR E ENGINEERED WOOD VEER ROOF SHEATHING - SEE SCHEDULE- TRUSSES O.C. (RSH] - ON FRAMING SHT. FOR i ' SHT'G & FASTENERS F �li.SEE TRUSS ANCHOR (SEE PLAN) PLAN FOR BAG. HT. 1/2"DRYWALL— •'"' FELT PAPER • n ETAL DRIP EDGE TRUSS PLATEE 3/4" P.T. NAILER 2X Sl1BFASCIA 1/2" DRYWALL •� SOFFIT. SEE ARCH. PLANS CURTAIN NAILER A 8 x 8 x 16 KID. 1 x 4 P.T. a WINDOWS BLOCK LINTEL#5 1 x 8 P.T. ® S.G.D. O.H. WDIA. REBAR & H SEE aEV 3000 PSI CONCRETE PRECAST "U., LINTEL, H SEE SCHEDULE u I � IJ NOTE: 44" MAX. SILL HGT. ON rj FILL CELL -(1) #5 DIA. ALL BEDRt_OM. WINDOWS, „ REBAR W/ 3000 PSI „ CONG ALL LOCATIONS SHOWN ON FOUNDATION " & FLOOR PLANS WINDQW STOOL � PER SPECS h n N PAPER BACKED FOIL R4.1 u INSULATION AT CMU BLOCK WALL N PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 1 x 2 P.T FURRING 1 x 4 P.T. ' ME NAILER WOOD BASE ' SEE FOUNDATION PLAN FOR SLAB INFORMATION x 1 ' SEE PLAN FO : RE -BAR QUA TITLES I. SEE PLAN VINYL FRAMED WINDOW W/ SCREEN PRECAST CONIC SILL EXTERIORFINISH- LADEN (SEE ELEVATIONS) FTG. DOWEL #5 DIA, REBAR 17" IN CONCRETE -.25" EXTEND.(AC! 530) ABOVE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN _ TOP OF SLAB to SEE FOUNDATION PLAN WS01 PIC L WALL SECTION - 8" CMU 3/4"=1'-0" SIMPSON HETA 16 EACH END fi 7 I I,e-, -/ SEE FLOOR PLAN \M SPEC. n " n I II II II I, II II ,� II 11 ' I " n ' No 00,00 00400 r.: ••sir:, •r. rl. •• r •.51. r•ir l: II � II p I I h NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE CD21 ENTRY CMU COLUMN/BEAM 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH (TYP.) ALL SIDES 1/2" x 8" J-BOLTS— (1) CENTERED EA. SIDE w/2" WASHERS (TYP.) SIMPSON LSTA30 W/11-10d TO BEAM & TO FRAME BELOW (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA END OF SUPPORTING BEAM. NAILED W/ 8d NAILS @ 6" O.C. N.T.S. O (TYP.) FRAME FOR COR- NERS FOR NON LOAD �o °° 9 °° °Z \ BEARING SIDES NAILED < W/ 16d NAILS @ 8" O.C. p0 y� IN \ (TYP.)4 COURSE HIGH A.F.F. \ CMU BASE FILLED w/ CONIC w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP PLAN Al-A1 OF COLUMN SEE FLOOR PLAN FOR BEAM SPEC. SIMPSON HETA20 Al . ° Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST ; EACH END OF BEAM kL NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE s INSTALLED ON INS' DE OF COLUMN. DO �DT BEND STRAPS UNDER PLATE. ° r.e r �,9'>'?�° ° PLACE STRAPS IN FILL , • , ° Cy',a CELLS W/#5 REBAR f (TYP.)4 COURSE HIGH CMU BASE FILLED W/ CONIC - SEE PLAN FOR • , �'^ •�` • : • � • SIZE. TOP OF COLUMN BASE - 2'-0" AFF NOTE:. DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD22 JENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. ctw �7a aS§_Bc§g�eSg�wA� QZNFU maWda0E- 11 .KO� it M. ^pi l g\ a3wx Z-1_�I y$QgCwim E e; LL g.§=4 Z wa O U �o51 �.MSLNGPON ❑ ❑ ❑ Z M 2 Z n `■l/i (� M O _z w � "N".1113 c w E uy t 0 8 ; V Rpy �Q Q• � d Y Q N 6 bhp FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE noo O z _ U-j W y y A L Iy$ Ly6 t6 N chi Z I - `SUM a J. 0 V J.. Model Name / Nu ber; 2265 Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4887 Sheet: Of: S -2 TYPICAL FRAMING DETAILS copy WHEN REQ'D RECESSED PRE -CAST LINTEL ' STRUCTURAL - 8" D BLOCK TIEBEAM SHEATHING W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ I TOP TO ALLOW CONT. 294 BLKNG CLIP ROO F TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 I FRAME OUT TO i BLOCK EDGE LINTEL EXTERIOR SHEATHING ATTACHED PER NA (SEE PLAN)ILING •� 7/16" O.S.B. 2x8 W/ (3) 12d SCHEDULE TB13 ON I rEFt A. SIDE TOENAILS EACH END STUD TO TOP PLATE: SHEET 6 STUD ANCHORING: R-19 INSULATION AT EXTERIOR SIMPSON SP4 2X BLK'G. 7/16" OSB W/ 6d WOOD FRAME WALL PER FBC NAILS @ 16" O.C. TO SIDE & TOP NAILER AND ENERGY FORM SUBMITTED TO O.S.B.APPLICATION ' I W/ 2 -So WHEN EXTERIOR WALL IS AT BSOFC. A. END EXPOSED TO INTERIOR SPACE) EDGEVIEW BLOCKING ATTACHED 2x4 SPF CONTINUOUS 2 X 4 P.T. STUD TO ROT PLATE: TO 7/16" OSB W/ (2) 84 SIMPSON SP4 I NAILS. SEE DETAIL ABOVE LINTEL ' 2x BUCKS SEE MS11 �,°•. 1/2 X 8 ,T NOTE: HOLD FRAMING 1/2" ANCHOR BOLT FOR MORE INFO BACK FROM FACE OF BLOCK @ 32" O.C. s FOR SHEATING TO BE FLUSH : ( s,10 WITH BLOCK FACE 8" CMU WALL ' } '� • 00I WINDOW OR DOOR OPN'G oU 4 `, •' �a WF21 WALL @ ENTRY FRONT WALL 3/4"=1'0" pe; . 4V WF01 DETAIL @ ARCH WINDOW FRAMING N.Ts. PROVIDE 2x4 ONTO ff's°°( °Alll®� , OF 2x8 TO BLOCK OUT 2 ROWS 12d @ m TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 y (2) 12d NAILS O.C. TOP PLATE 0 o (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 48,47Y 7/16" MIN. NAILED W/ 8d 2x4 STUD N COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN OP SPLICE FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM OUBLE 2x8 NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SEE GE05 FOR `� `� SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD `� ��N (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE END J TOP PLATE W Sd 2 1 x 0.131 NAILS (SIM. w/ 2x6 FRAMING \ �.\ *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF 2C1103 B 00 m `N ) 12d NAILS @ 3" O.C. WOOD BEAM SEE g fW m TOP PLATE TRANSITION SIMPSON HUC410 OR (2) 5 d � •r SS PLAN FOR SIZE ,J , ' HUC210 s•` eg S TO BUILT-UP COLUMN Q'9 Ii.0 .-Hm'g•Mg w Wa PIPE OR DUCT w/. OUBLE 12d ;� smog - + +I �i] PENETRATION THRU TOP SPLICE SUPPORT 2x4's OR COLUMN BUILT-UP MIN. LL g' 'IO LL a la N I+ +I y TOP PLATE w/ MORE , NAILS @ 8" O.C, EACHPLY d § < o THAN 50% OF TOP ROWS 12d ' (SHOWN AS 4 x 4)�?r O IL2X TOP PLATE TO I 3 PLATE WIDTH INSTALL @ 3" O.C. ; (2) SIMPSON HETA20's a w s�'� 0 GABLE END W/ 16d,w/(12)-16d EA. TO COL,2'SIMPSON PSPN516Z NAILS @ 6" O.C. J W/ (12) 16d NAILS TYP. bjTOP & BOTT. .''*, ALT: (2) MSTAM36 STRAPS -p.ga �'Z iX,NOT€: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICETYPICAL BLOCK ' i� CENTERED w/ (13)-IOd NAILSto8OVER STUD WALL ��. ', Ea TO COL.oW y TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. 'a TIE BEAM o ` SIDE TYP. TOE NAILS MAY BE SUBSTTUTED W/ r � www.FDSENc.coM 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ A. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2' x 0.131 NAILS /, `` z PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED \ 1 J SHEATHING NOTE: �,�V {{�//// z o 0 COVERING PLATE LENGTHS MUST BE AT Q m LEAST 8'-0" LONG. TYPICAL N.T.S. WF17 TOP PLATE SPLICE DETAIL CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. vz m GE15 FALSE BEAM AT GABLE ENDS C1n'7 I,�YV� � @ V . V) Q u w g H n N = �m 2x8 SYP #2 w N o TOP & BOTTOM ATTACHED W —_' n N Q ;° (1) ROW 16d 2x6 SYP. #2 c COS K• NAILS @ 16 O.C. RIPPED < N o m 410 1" 1'h" 1S5 * CRIPPLES MAY/MAY NOT BE PRESENT. BOX HEADER DETAIL VERIFY HEADER ELEVATION" ;� DAMS HOMES 4 4 4 Q IF ONLY (1) KING EA. SIDES E (1) JACK USED AT 2X BLKNG. (2) 2 x4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d EACH SIDE OF OPENING G.C. TO TO O-S.B. W/2.8d COMMON WIRE NAILS (D = 0 148" L= 3') OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) INSTALL (3) TITEN HD. EA. END HEADER SUPPORT 0. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END A END FA END A END LESS THAN 4' (1 2) (1) 2) >4' BUT <9' (2) (3) (2) (2) 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, FLORIDA CONTRACTORS UCENSE NO. CRC1330146 HEADER &JACK 3000 GULFBREEZE PARKWAY HEADER NO. &SIZE OF RAFTER TIES GULFBREEZE, FLORIDA 32%3 &GRADE EACH END DIVISION LOCATION: SEE PLAN FOR (2) LSTA 30 BEAM SIZE PORT ST. LUCI (D = 0.162", L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2 ) OR EQUAL 5/8" X 8„ EQUALY SPACED 1)S) AOINGENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE I/4"DIA. x51/2"LAG PER SIDE INTO CMU AT OPPOSITE SIDES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) EDGE VIEW SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR JACK TO HEADER, NO BASE 2X CRIPPLES @ 16" G.G. THE THICKNE650FTHE LAST LAMINATION. ADDITIONAL INFO. CONNECTOR REQUIRED 3 16d W/ SIMPSON SP2 TYP. P4 AT () SEE PLAN 2-ROWS 12d NAILS �$ COMMON TOP AND BOTTOM WF37 TYPICAL COLUMNS DETAILS N.T.S. / FOR WLL STAGGERED @ 1 24" O.C. NAILS(TYP) HGT. lr EO/C O 3-R * WHEN STUD LENGTH FACE OR 3-ROWS LJ� TF 12d NAILS STAGGERED FOR OVERHANGS GREATER THANI FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. I , B . PER • ° • I�� % �.. EACH END TYP. t © 'I I ,• ATTACHED • CONTINUOUS • ••�•CKING ' :d NAILS. SEE DETAIL ABOVE ypFOR ROUND/ SEE-10 Bl• • BOX HEADER EACH END 7'-0" MAX WINDOW OR L•O' O' IS LESS THAN 12 USE LSTA30 STRAPS AT EACH I @ 12' O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED 1 TO HEADER EACH SIDE 7 QT FILL ALL HOLES IN DOUBLE 2 x #2 L LO STRAP S.Y.P. HEADER W/ N ui 1/2" FLITCH PLATE HEADER. (U.N.C.) n7 = m m 6B" > 10d NAILS @ � � CL E o/c TYP. FILLING AND BLOCKING AS .��. d Z U CR PPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS O JM W� LL TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS 00 J W NOTED OTHERWISE VI Model Name / Number: 2 x 4 STUDS TYP. 2265 SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" VT Plan ISSOa Date: EXPANSION ANCHOR E W/ 6" EMBEDMENT U.N.O. Wednesday, May 12, 2021 "—CMU;,,PSTEP �F4'I GARAGE V KA PROJECT NUMBER: DOWN HOLD DOWN CONNECTIONS SOT.PLATE 21-4887 NOT REQUIRED @ BEARING ,T. WALLS WITHOUT UPLIFT Sheet: 3 Of'. MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - , '� '. ' TO BE LESS THAN 1 OR EQUAL TO 450 r �� 1 ' MINIMUM 2"x4"--' CROSS BRACING (SEE PLAN FOR LOCATION) ,`� BLOCKING I , I , 1 , 1 (3) 12d I 1 PER JOINT - CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH TRUSS WEB ,,.",,Lipp,°I'd, TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. r J c�Ok .• s+ PROVIDE 2X4 MIN. BLOCKING AT <> I �: CENTER LINE OF HIP/RIDGE, TYP. o W BETWEEN TRUSSES W/ (2) 12D 4 NAILS EACH END TO TRUSS TOPp'AN' CHORD (� q •_ rrrs �� w 5•�•(�i TRUSS ALTERNATE TO BLOCKING /L lbe0. IITI'1111 A PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP m • TRUCTURAL PACE _ N G.T. SHEATHING c ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 3 TO PREVENT SHEATHING ACK ----- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. - MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'O) (2) 12D NAILS MINIMUM (3) 12d d$° ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING N .�. r- mCI13 SEE PLAN 00 84 Rm * * 4E 2X4 BLOCKINGWai�o§ Q lu a �.g _. BETWEEN TRUSSES HIP TRUSS vi y `�� 0 TB03 HIP/RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. ag ° � 5 IE � �'� WYWJ.FDSENG.COM ❑ ❑ ❑ Z � o TRUSS NOTES: a N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/Wi-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND In Z BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT i IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ^ M 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 ONEAREA THEY SHALL BE SPREAD OUT rn w EVENLY OVER A LARGE AREA $0 AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING IDB,CB,BB) 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. U❑ M D(A Ut56 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 0 w 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 OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. J M SEE TYP. TRUSS BLOCKING DETAILS U coq M SHEATHING =Q% 3 T04TRUSS `4 SHOWN C co �.Y ARNAHE TRUSS SPACES DIRECTION A RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 120 TOP & BOTTOM OR H5 SEE TRUSS—,.4 NAILS SECTION TO EA TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D REQUIRED @RAFTERS GREATER THAN 8'0" B-B 3000 GULFBREEZE PARKWAY •••• SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PLATE PRE-ENG, TRUSS SECTION B-B VARIES w ROOF SLOPE •N • PORTS LUCI 2x STUD WALL SEE PLAN ,. . Job Information: CONY. FRAMED RIDGE \ \ / / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2x6 #2 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" D.C. W/ (4)12d \ BETWEEN TRUSSES \ NEXT TO PR&ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ , B < THAN \ \ 2x4 SPF BRACE / jf \ @ 48" O.C. -NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY - RAFTER d \\ \\ ALTERNATE DIRECTION O SHEATHIN \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) . i d) � TRUSSES W/ (2) 12d NAILS C In 0 EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3-1/2° TRUSSES O L ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN co CD 't N M BLOCKING OR H5 @ AS- O.C. / / > M , w 05 PRE-ENG. TRUSS \ / / / @ N d O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TIP. \ / \ \ / / D L U CO 't a - SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / F tf J W ro B (USP MP4) @ \ \ / ,� /�) '' ^^ J V / V / 2X4 P.T. BLOCKING BETWEEN DIAGONALWOOD 2X8 #2 B7P RIDGE BEAM TRUSSES W/ (2)-12tl NAILS @ 2'-0" ON CENTER \ \ \ / 2X4 SPF BLOCKING Model Name / Number: AT iRuss EACH END MAX -jE 2x8 RAFTERS @ 2'�O-O.C. \ / BETWEEN TRUSSES Y MAX. W/ (3) 12d COMMON @ 24" G.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN 3 12d EA. END TYP.) / • \ \ ( ) 2265 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 1OD SEE PLAN CEEL MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CON,. AT STEEL OR WOOD � Plan Issue Date: ' T & B CHORD BEARING SUPPORT 1/z° SPACE Wednesday, May12, zozl TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING VI KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATIONS 21-4887 2x4 S.Y.P. @ 16" O.C. Sheet: ^ _4 Of: ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T-S• AND BRACING DETAILS rl 6" THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE �.. 3" 3„ 3" „ 33„ III - - III E r I 3„ 3" 3" 6 6 6" 6" DOUBLE DOOR W/ SIDELITES 7A /E u 6' ;PACE MENLY ;" 6 LOCATION OF BARRIER TO BE 1'-099 SINGLE DOOR W/ SIDELITES no 3„ SPACE EVENLY DOUBLE DOOR I 7- 9 W use In valley centerline-------------- ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATION$) IXTER. WALL FlAISH MINIMUM OAND p6G DOVE 6- X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT RNEEWALL T ENTRY PLASTER Si0 SEALANT Roof SHIN iES y / FLASHING DETAILS NOTE: THISDETAIL IS REQUIRED f6-LASH NG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION �l I� �IIIIIIIII� ��lfhllRll'�■ NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING NaIS. 3/8' MIN HFADS.6 PER SHINGLE. Pont 0o se �r9e i EPd 9Cd InGn"npe d Gyys tit INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW 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 THE W'DOW FRAME INTO MASONRY ' • \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S used. IN FRONT OF MECH. OR APP. WHEN REQUIRED 1 1/2" MIN. EMBEDMENT 2xWOOD FRAME BY OTHERS •9 WOOD SCREW 4" DIA. CONCRETE SHEATHING FILLED PVC, PIPE. BVOTHERs o CAULK BETWEEN FIN &SHEATHING ° TOP OF SLAB EXTERIOR 3/4"MIN. EDGE DISTANCE m " BY OTHERS a PERIMETEA 1/44 MAX.' AULK SHIM SPACE — — — — — — — BY OTHERS 00 Z ' I O.A. WINDOW f - it - i lolrolr HEIGHT o °I 16" MIN. DIAMETER EXTERIOR I INFERIOR r> I° A I CONCRETE FOOTING PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING 1 N.T.S. WINDOW INSTALLATION N.T.S A I Maximum FasMnerspad,g flambe, Head Had sill) Wall Framing: #2 spruce/pi elf'" " 8" __...�..-____R., 6 1"� Or eeaw1, silicone 010 a1-1/2' #to_ Strews Screw Minimum Penetration 1 3/11' Glazing 9ead `— MmFin- "--- - -- _.. Cross Section V hero B terra View Of flxed Window Mnimum yr I snicone E#er'mrSbeaNmg _j Note: Westnarliplyneloonsmandthe on o7MSAing oM/orAaahIng tayasandsl/I pans aasntedln AS7M E2112.O1. However, due to vanktion M oadma ldbulldhrp type; It H1ellup to the and userto determiner Me prowlestallablon orMettlfoms. LEAVE THE OtnBLE WRAP OMI Before in9afl n9 your wrmdcw, the bubble wrap may be peeled back for inspection, but please restick the map m protect the blocks from scratches and other damage until constrwLiun Is complete. Sept Meaane to be sae the opening is 318"lo 1/2"agartan the wiMo'w sire both vatlrNN and horlsonaly. ' you may wish to predrill the installation holes in the An at this Lone. da pteourcW holes In Ine mounkry fin ds OW ans mV neassandy Step Apply a generous bead of sikone to the bade of the mounding fn. Use enough shame of sufidehtly, fill all voids between the fin and the wall sheaMi . Step 3 insert the window Into the opening from the outside. The window is labeled "IIWde- and 'outside, but If these labels Ia a been removed, the bad should always be M the Insde of the bitilding. Rep 4 Install shims under the sib, adjusting tam anal the unit Is plumb in the opening. Sams should be installed undo the sill every 2 fee. The window should be basially catered in the opening with no more than Tier gap between the window and will framing. Step S Install a#10X t-IYsvew 4'fmm the comer of the fm at and end of the had, sit and both lambs Step [retail the remaining fasterhens In increments from the army screws to the center of each (rams member. Use camnot toover- tighten the screws and pug them trough the On. Also, make we the crews go in draight and do not muse the frame to bow. Well boning shah be a mirdmum of #2 Spr. uMPIne1Fa. FasteMrs should be #10 screws of sdf8dent Iwo to achieve 1.3/6' penetration Into the web and no less than 1/2" from edge of framugh Fasene uadtles rleedaim adh side of home to atlaeve 0• L p(frame Ntember 10" It' 2s' 3P Air So- s0" 66" 74" III Bar 90" Numbeuf Fosterers 1 2 1 3 1 4 1 S 1 6 7 0 9 10 IS 12 i 13 Step 7 Remove aces 50100re 'sWisma, elm" from around the 6n and Insibect for holes or voles. tee sXkme to fig any vods. Rep 8 If dewed, a fount Insulation can be applied le the interior gap between to window and wall Naming. if applied, ddrmustbe me NON EXPANDING TYPE R7AM. Seep 9 Score tax widows are typimly used In moms with high moisture, ie; bathrooms, t Is repommended dot the interior gap between the window and wall framing also be sealed with argon, find tooled so as not to Interfere w#h the Iroialation of wallboard, tle of Dim. Step 20 Ora at construction Is cormlete, random the bubble wrap him the aside and ossde of Be window. 9 neasxary, dean the Nxks with a mild detergent and warm water using a soh cloth. Failure to follow these procedures will void any and all warranties. .$ 6. '-' -2 Ia to 1- 00 a f (V z IA ri W li W Ci tb rh 0 Ym_" mNFz W d a w Y Product Approval Submittal Affidavit s= N ,t] Building Address: Contractor: aADa Wiry m m Building Permit: �L F� o� o8 o 9. W J " Design Attachment Product Pressures Manufacture Model # Method Approval # ❑ El❑ 12 V6VWrDSMG.COM Roofing: /a 0 �2 Z 0 Z Oil g "D 13 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING` W J N a ROOFING VENTS: ti DADE Florida Metal FLAMCO "0 FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, R-2 COUNTY APP. Produ -rid vent" E 4" TYPICAL MAX.FL21580.1 ^ `� z v ROOFING UNDERLAYMENT: rr, a 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH U — m R905.1.1 o w c Overhead Garage Doors: �� m F — '. gyp► 1st Choice +30.0/-30.0 CLOPAY 161x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" '1" BOLTS FL16546.8 53W5 2nd Choice +30.0/32.0 CLOPAY 8x7 FL15279.84 U < C4 a o Q C 00 N a m Swing Doors: 1st Choice *67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 ® DAMS HOMES aa3�laa�la +67.0/-67.0 THERMA TRUCORP. SOLID FL20461.1 FIBEFIG LASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/15" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 THERSidelights PLAT PRO RU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: PORT ST. LUCI E Alum.r Infor MI WINDOWS & DOORS SERIES "0 SGD FL15332.12 n Alum. reinforced Tj Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR WITH MIN, IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 Single Hung (fin) HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-5Q MI WINDOWS Single Hung (flange) OOB NSTAIENT LT fTTO HROUGH DE 5/8' MI . B WOOD $O O OFBUCK. FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 1rAV INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. O 3500 SERIES Single �,7894.q MI WINDOWS Hung (oldness) frame �aaaaaa' Mullions: z c '� M.1926 Vertical FOR ATTACHING MANI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON CHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'A W o 2 0) rn V M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 lion EDGE DISTANCE M Y M Fixed Glass" "+50.0/-50.0 a D c aye Q a 1st Choice MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A* EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R6 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD O 1 L1.i BE ECREWS LTH. TO PROVIDE 5/8" MN. EMB DS INTO WOOD BUCKOF J 00 (n , ^ DO V J . Soffit: Model Name / Number:' 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on Center In direction of length FL16503.4 R5 2265 Plygem / Variform I Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Plan Issue Date: Double 5 standard I standard vinyl staples solid 144 vented -145 rL12i94.2 Wednesday, May 12, 2021 Hurricane Panels: 1st Choice Dade County App. AL ANTE [CAN SHUTTER &GLASS za" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3Tj KA PROJECT NUMBER: I have reviewed the above components of cladding and have aPDroved their 21-4887 use in the structure. (Architect our Engineer of record) Sheet: Of: Name: Carl A. Brown Certification Number: Fl. # 156126 Name: Luis Pablo Torres Certification Number: FI. # 67864 MATERIAL MAT Name: Certification Number: REFERENCE INFO (PSL) FILE COPY 1 FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH �.� RESISITVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER D ROUGH OPENING R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall _ TO BE (J$ED, envelope shall include flashing as described In Section R703.4. WEATHER WINDOW UNIT 0 RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER EXTERIOR WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3l4'•1° 9 ADHESI OF CONSTR. E TO 8E APPLIED UNDER 0.3 in :12.0 in C H I N G E L F -ADHERE ® FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP WALL BY 61N. THRESHOLD UP JAMS OF DOOR AND RETURN 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 Cm) SELF -ADHERED FLASHING \J PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type i felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped net less than 6 inches. Other approved materials shall be Installed in accordance with the WEATHER S LF-ADHERED FLASHING EXTERIOR battler Installation Instructions. The No.15 felt water CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's asphalt or other approved -resistive RESISITIVE PER FBGR (CURRENT EDITION) 703.7.3. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS of JOISTS _ manner to meet the requirements at the exterior wall envelope as described In section R703.1. UNDERDECKING (SEE DETAIL WP07) SUBFLOO R703.7.3 Watouresistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least .WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that see h layer Detail. Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather Cut, told RIM JOIST I Refer t0 the number marked as ® in each detail that corresponds to the to the wate"esistive barrier is directed between the layers. barrier above header to allow for flashing installation er above t barrier resistive BUILDING numbered items In the list of If1StrUCUORS below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or eistive 2. d le head flashing under weather flashing p 9 resistive barrier t PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-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 back over head flashing and seal with tape t 8 1 2 2O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, seitadhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shinglo-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Flui&applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING _ SELF ADHERED FLASHING WPO SELF -ADHERED FLASHING ' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts instructions. An flashing shall be applied In a manner to prevent the Ent of water Into the wall taunt or penetration of ns#ructl g RF P D' y p bonding framing Self flashing FLANGED WINDOW EXTERIOR DOOR WITH DECK- SECTION A 5. Remove all release paper per standard installation instructions and water to the structural components. -adhered membranes used as shag comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 7.11. 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, ASTM=81, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold a5 shown by 8mOw5 exterior walls shaft comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: EXTERIOR SHEATHING �� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. An le of comer ma Var , ad'ust foldin of the flashin aCCOrdin I t0 fit g y y j g 9 g y THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) I tight to comer g 8. Mechanically fasten as necessary Lexterior window and door openings. Flashing exterior window and door openings shall extend to the of the LETTER ON CHEMICAL " SCORED r ge.surface exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY , � - RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed ` in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �+ ' (BEFORE FO OING, SCORE RELEASE PAPER TO EMOSE AOHESIVEAs seowNi 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY E 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 x a the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection CORNERS \J NECESSARY IN CORNERSRSTHROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) '3FLF-ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED OO 1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING / /z� VV 2 or z 52. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF-ADHERED FLASHING projecting Zips on both sides under stucco copings. NAILING FLANGE t 4 <> 2 IJ t 6 3. Under and at the ends of masonry, wood or metal copings and sills, SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 2 7 re S. Where exterior porches, tleCKS or stairs attach to a wall or floor assembly 01 wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING WITH DECK WP05 SELF -ADHERED FLASHING " � v 4144,11 INSIDE Ci3R h O 7. At built -In gutters. HALF ROUND WINDOW Y_ EXTERIOR DOOR s SELF -ADHERED FLASHING DECK PROTECTOR .,. „.- SHEATHING x � 7/8' Cement Plaster Cement Plaster in accordance with in a n accordance with --- -- _'_ ASTMC926 ASTMC926 SELF -ADHERED .°.. ... : .. .:... FLASHING PATCH Felt backed metal .." Felt backed metal ` lathe in accordance lathe in accordance wdh ASTMC1063 WI STMC1063 •ih A SELF -ADHERED FLASHING �. /�.. /Building DECK PROTECTOR^ Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing DOUBLE ....,r ; . ' / ' ' .. Keep top edge SINGLE JOIST JOIST SELF -ADHERED FLASHING • Metal ` � •' , .Plashing � ., •. � weep SC - d SELF -ADHERED FLASHING t ,.; ', 2" below top of 3 1/2„ block 2 .. Unperforated -... 3* MIN 4 •'.;. Flange 7/8" , . Vulcum Weep Screed cauk bottom o joint only Maintain Metal Flashing SELF -ADHERED FLASHING W 7 SELF -ADHERED FLASHING WPO8APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) INP09 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W Bottom of Wee Screed p 1 to 2 3-12" Unperforated Flange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER Above Above Roof INSTALLATION OF THE BUCK/RECEPTOR. 1 /2" CemenlltioUS - �„M g a Sheathing Decorative Finish ,o•. .•o, All inside and outside corner will need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER t SLOPE SLOPE in accordance with ASTMC926 °• ° ' becaulked using Vulcum caulk for all SLOPE 0.3 in :12.0 in 0.3 in :12.0 in over wood 2nd 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SEL ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH l 1/2" Cement Plaster Finish IV V SELF -ADHERED FLASHING Block WIRE LATH ;' e• Flangerated rfoW P BUILDING PAPER 'Cement o Scread BUILDING PAPER Plaster over block ' 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL [)ETAIL $ 3 Note: The building papdF and metal lath must be Installed over the top Of WEEP SCREED DETAIL SELF -ADHERED FLASHING WP1W SELF -ADHERED FLASHING P SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL 12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL