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HomeMy WebLinkAbout35875 Morse Willow CtJ J J J HT�2558 l FOR: • • HORMN C'. 'I' y 11 H PALU CODI<S I !.OIL+��3y c rfl 3 c�!1.r c ' IT--'_" npp"'�HIu-'- 1LL A u 1 REVIEW DATEYRHILL CITY OF ZEPM PLAN EXAM►#NER s 12602 TELECOM DRIVE, TAMPA, FL 33637 Ted: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -iWRMA Bit ING CODE, gEu M I !{L =oN (FS ) -ALL I.DI.Ar. AND BTA7E C9DE8 ABV. ABOVE LAV LAVATORY AACAD ADJUSTARIONQdG MUM. LUMINMEDICINE ADS. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER DATE DESCRIPTION „/E6/1a ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/2e/16 ADDED STONC CAP NOTE TO FRONT ELEVATION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 'OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB - MIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - VUIt=15D MPH V6Ed=116 MPH -EXPOSURE - B -1-3fORY RESIDENCE - -2-STORY RBSHIENCE -MAX. HEIGHT AS PER ]ACAL AND STATE CODES GE ED AMPERAGE CL CENTERLINE CAB CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPC CAT S C. CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM DIMENSION DISP. DISPOSAL DP. DEEP DS. DOOR DOWNS ppUi DTL. DETAIL D.W. DISHWASHER EA, EACH �" EQUAL M.T. MEALTMEN LTTHRESHOLD MTD MOUNTED Mm METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PLT. PLATE PLYWD PLYWOOD PR PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS RA.G. RETURN AIR GRILL RM. ROOM R.O. ROUGH OPENING S.C. SOLIDCOREEXTDR S.D. SMOKE DETECroR SEI �T "° PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" FRONT k REAR A3D-ELEVATION 'D- LEFT & RIGHT PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG DS-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PPO G WA2—WALL ASSEMBLY DETAILS -WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 07/20/19 ADDED OPTIONAL PENDENT YONTDIG AT KITCHEN 10/1`/19 UPDATED LED LIGHTS PER O.RHORTON '°/90/1° "P°A�`° D6A° av PER °�"°�`°" Il/06/12 REVISED CALIOUT ON FOUNDATION FOR INTERIOR WALL 1!/ UPLIFT.PG 01/20/20 ADDED 201P60N CONNINTORE L.LO. USP 11/18/20 MADE REDLINE CHANGES FROM ENG. FOR 2=0 CODE CHANGE 11/18/20 WAMIEG ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/06/21 REPATRED MM FOR THE 2020 FBC STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA �+ T�1� I���/� (1 S I'T. IilfW.,J R• AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD, LONGWOOD, FLORIDA 32750 Tel: 407 774—B078 ( Fax: (407) 774-4078 LIVING 2,531 SGL FT. CrAIQAfaE 6n BO. PT. COVERED LANAI 200 SQ FT: TOTAL 3A05 ea FT. EXx EX EXT, EXTERIOR EGJFX. FIXED GLASS F.G. FUEL GAS FM. FIMSH FLR. FLOOR FLUOR. FLUORESCENT FTGDR. FROINGx DOOR GA. GAUGE OAR. DISP, GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER OL. GLASS GYP. BD, GYPSUM BOARD HB. HOSE BIB H.C. HOLwwCORE HDR HEADER HGT.ORFIT HEIGHT INSUL. INSULATION INT. INTERIOR SHSHEATHING SHWR WR. SHOWER SIM. SIMILAR SL. SLIDING SL. GI,. SLIDING GLASS STD. STANDARD SWS SHEAR WALL TEMP, TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE TO.S. TOP OF TYP, TYPICAL U.N O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER wi WITH WD. WOOD WDW. WATER INDOWFATER WillINTERPRETATION W.I. WROUGHT IRON STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN PG S2.1A—DETAILS PG S2.IB—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILPfY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG S3.IC—ENTRY DETAILS ELEVATION 'D' PG SNI—DETAIS PG SDI —SOFFIT DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFIL6 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'6 HAVE SEEN GENERATED FOR UNCLEAR ASPECTS OF THEgyn A R C N IT I C T t 6 Grown L41 N. RONALD REAGAN 8L% LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 SILVERADO LOT ##2 BLK ##16 PROJI.CT* 03719.001-02161 MODEL: "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. ERE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER Z AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN N/ INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES I TP11-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUNBRN3 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH w AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R3027. EXTERIOR CELLOM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T E C T E Gro70 n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup•com AA S: 00-- BIIIII amn , a- 15'-0' 8'-Z' bb' • 10' 121•4' 2'-4- 5'-4' 3'-4' 30'-9' 32-3. 35-8H HB m TUB/ , "1 IRANGE PAN. FAH 2112, e BBDR M4 's '.43 9Ka'� 2'-4 B®ROOMS v CAFE a I 9'-4' clG M 9'-4' CL& I\: I •— I a 4' T io is '° 4— -� �R ry18 p I ^ AFF. v n A — FLAT AI HDR `9 I 10 V ®, 8'-9' 4'-b' '-0' 8'-b' I I 5'-2' '-4 3' b' 2'-4' ' 5'-9' I v "v I v I I 2 I I m I j I iv RCLG. , 0 �� � � ;t -1 � Q F71 .I a � GREATROOM Lairo 1 9'4CLG. FOYER I 9 9'-4' C A I LAUNDRY I BARREL CLG ii I OI W.A.CLrA 6 I I FROM 8'-4' TO 8'-8' :4 3 - •8' I 5'-2' I'-03'•6' '-ID' b'-0' 4'-8' 4'-8' =E_= "in IIII : , I _ _ISH -- 1 v ISH i--- :m =v— — , , I SfOR I `° r X w1c. :p w.(.c. , 9 1 i lowI I r---------------1 1 ` 18H BARRELCLG. Q i 3-CAR GARAGE -° FROM 8' f IF I 0 I IV.-2, 'X36' TO 8'-8' A cl 1'-1 1/2' I i BEDROOM 2 PRE. 0 _ BEDROOM 1 '-4' a o B a I 0 I I 10 CM w.L -r 0'll v 9TRAY TO 10'-0' I B THH2 J 2, II -------------- I I , O BOLLARD m l �IooNdl ° �---- —� c ,, uIa 18H 35-SH 34-W I144-6N 25-W EGRESS 42'W.KNEE TEMP. TEMP. EGRESS HB WALL W/ TEMP. GLASS W/ 24' TEMP. GLS. DR 5'-4' 5'•4- 5'•4' 12'-4' 20'-4' IVA,. FLOOR PLAN SCALE: 1/4 . 1'.0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN. -OTHER OPENING BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR$. II FLOOR PLAN NOTES II ALL DMENSIGNS ARE FROM RAGE OF I W BLOCK WALL COR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD IAKO. - ALL NTERIOR 1-' 6 ARE 3 Ai' UKO. • DRYER VENTED TWIGOIKaH ROOF (VW, NOT GCIEENED. - AIR COI'TPREGGOR GET ON 44'X44' POURED C ,1C. PAD. PAD BEGMO 6' FROM EDGE OF STRUCTURE. - GEE SWEET ON FOR GENERAL AND STANDARD OWLDNG NOTED. - ALL HABITABLE NO(" TO HAVE ARC FAULT CIRCUIT ALL NU M - ALL FULLLL HNIOHT BLOCK W4LLG BETWEEN PILLED CELLS WITHOUT OPENNGG ARE SHEAR WALLG. RADIUS COR1tER5, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'Xb'X35-1/4' LOW WALL 2'Xb' STUDS 0 16, O.C. W/ 1/2' DRYWALL SQ.FT. CAM'S LIVING 2,531 Sd FT. GARAGE 611 FT. ga FT. COVERED LANAI 200 S�Q. TOTAL 3�405 8Q. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SQUARE LATICRETE BY HYDRO BAN. RD. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UND. &BCwID�6�IREaFNIIIII&M aeroG eouwe sole #M'NwOMO IBYR® NOTgE FDINAIR MIN WINDOW 9 5 243/-32D CRITERIA EXTERIOR SWING 24 5 22.9/-298 DR MN. CRITERIA 613.0. MIN 96 5 20.1/-25.4 CRITERIA 8010 O.H.D. 56 S 2I.6/-21.1 *010 O.HD. ID 5 205/-24.9 BASIC HIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -II, =.-B, MEAN ROOF HT. 14'-0- PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOT/ABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN -1BAR REINFORCMG BABE C Q 4 BRACKETS AS CABINET 3NECESSARY. . CABINET SECTION DAK—Fs A R C N I T R C T E Despin G20no. 41 N. RONALD REAGAN 80 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.atWeslgngroup.com AA #: 0003325 aE X 9VHDIV k 2AT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODE1e "2558-HAWTHORNE" GARAGE 0I111ING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B s- t�5 s• ■m m AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 = 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. FERVENT 881.76 /115 TOTAL # 0 F V ENTS REQUI RED = 7,66748 TOTAL #0FVENTSPROVIDIED = 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 881.76 /11.736 ,TOTAL LINEALFTOFSOFFITVENTINGREQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED SHINCsLE ROOF FRONT ELEVATION-D SCALE: 1/4' • I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 15 OFF -RIDGE OFF-WDGE VENT VENT REAR ELEVATION SCALE. 1/4' . 1'-0' TEXTURED FINISH 20'-2' BLDG. HGT. 12'XIS' DECO LOUVER CRICKET 14'-2' BRG. HT. —^ �g ENTRY rla _-4-4' BRG. HGT. -18'X-12' DECO SHUTTERS (TYP) FOAM CAP FIN. FLR 8 D STONE VENEER FIN. 1 LOUVER DTL. D SCALE: 1/1' • I'-0' ENTRY DETAIL A SCALE: 1/2' • I'-0' BAND DTL. ,)BAND 1/2' • I'-0' E BANDDTL. . BAND DTL. C SCALE: 1/2' • I'-C' BAND DTL. F SCALE: 1/2' • 1'-' 4ECNITE6T6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 1; 64 0 C 8LTHDm & LOT: SILVERADO LOT #2 BLK #16 PitOJECT# 03719.001-02161 MODEL: °2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: FRONT & REAR ELEVATION :: D,: %150 MPH E 9'-4' BRa 1 OFF -RIDGE VENT 12 6 14'-2' BR3. HT. — OFF -RIDGE YEN a ENTRYs-1'-di FOAM CAP STONE VENEER 6 It GE OFF-RIDVENT OFF -RIDGE VENT S 14'-2' BFir- HT. —_—_—_ • _.�. ENTRY HGT. F-7-1 0 ❑ i0 - - - ---------- ------ ------ ------- LEFT ELEVATION-D SCALE, 1/4' • I'-C' TEXTURED FINISH STONE VENEER TO ESE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE VENT OFF -RIDGE VENT _� 5 as RIGHT ELEVATION-D ALE, 1/4' • I'-m' TEXTURED FINISH STONE VENEER TO ESE INSTALLED PER MANUFACTURERS SPECIFICATIONS FOAM CAP STONE VENEER ■ Grou i In c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.00m AA 8: 0003328 Lj SVHDTb. at I SILVERADO LOT #2 BLK #16 PitOJECT# 03719.001-02161 MODMIU °2558-HAWTHORNE" OAXAGIC EWING: LEFT PAGE: LEFT & RIGHT ELEVATION „Y' 150 MPH E B ELECTRICAL LEGEND SYM. DESCRIPTION 1 TANDAMD SWITCH -y�" -WAY SWITCH .�{} -WAY SWITCH IMMER SWITCH H9 BUTTON ISGONNEGT T HERMOBTAT NGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EOAJIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT TERUPTER) DV OUADMEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE =ONNECTOR) -� DILATED RECEPTACLE LL MOUNTED LIGHT FILING MOUNTED LIGHT ANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SCL FT.) MQ BULB LIGHT FIXTURE &am BULB LIGHT FIXTURE anQom BULS LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m. 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) • x O CESS LIGHT • CEO$ LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-BOX OPT. FAN LE TRICAL PANEL (FIELD VERIFY OCATION) ATI I-� -BOX (WALL MOUNTED) EILING MOUNTED) OUNTED FAN ll CFM PER SO. PTJCKETECTOR (WALL MOUNTED) ETECTOR (CEILING MOUNTED) 11-00KE X CTTOR ING MOUNTED OUTLET FOR 3ZIEZr OPENER T• HONE OUTLETS 4 PANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF POOR Nth EDITION (3020) N NEC 210.12 2011 • 220 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M5013 FBCR Nth EDITION (7020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F.R ItK ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR NTH ED (2020). • ALL LAMPB SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MAT BE ENERGY EFFICIENT 7YIeE PER FBL. ENERGY CONNBERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth / � L GAPE �' PAN _ I I / \� WP /. GFI I\ PRE }' -WIRED / CLG.FAN PRE -WIRED CLG.FAN -� GREAT ROOM /'� II � /' l�J COVERED LMAI c� ---5/CO Wic. - ; �D I—� " • J GFI BEDROOM BATH I L I CLG.FAN i I �• I L _ I I L-------------- W.I.c. I IAL COINtjI L------� VP WL El VP L " J BATH I I I I I I I R1 I � _ LED LIGHTING LED LIGHTING LED LIGHTING Cam? DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. BATH I BATH 2 BATH 3 lW i I I PRE -WIRED CLG, FAN I n I BEDROOM \, /rn 8D I I I I I I ' n FOYER I I n I I I i ' BEDROOM 3 PPRE -WIRED L GLG.FAN Off_ . �GFI I I II I II I I I L P.B. FOR -_�-__CHIMES CFI• 4-AFF. \ GFI CLG. OUTLET CFI• I 4'AFF. LIGHT • SWITCH i N ATTIC I I I I GARAGE I CFI• 44'AFF. GFI CLG. OUTLET J OUTLET FOR /1 IRRIGATION FOR COACH LIGHT i I� I I II I' II II II II I I� I I II I' II I I I PRE -WIRED FOR COACH LGHT I I I FOR COACH LIGHT METER FIELD VERIFY ELECTRICAL PLAN SCALE, 1/4 a 1'-C' (CONDUIT TO TERMINATE ABOVE SOFFIT a OVSRHAVI 200 AMP ELECTRICAL RISER NOT TO SCALE. A�L11tlCAL C2184"TION SERVICE 700 AI'fl' d0/240 VGLT MATERIALS AND INSTALLATIQlS OUIC2MCT I PHASE SHALL COI•PLY wm4 ELECTRICAL PROVISIRNS W n BWTCN AND MLO THE !OW6 TTH E MON e2020) LOCH- CODHS, AND ELECTRIC PANEL ALL LOCAL POIIlR COMPANY R!A)IR!" lWTS METER N Nffu a ALL CONDUCTORS SHALL BE TYPE TH+artH N f2lWA12R 3M NINCLAPSURIE UNLESS NOTED OTHEfww- 7ELEPNTNd SERVICa ENTRINLL TABLE TELEVISION SSRVIC! POUER COMPANY TRANSFOI.7ER R'!NT ENTRANCE M R mm STEM BTDMG TERIINAL AT �..W GRADE LTAGE CONNECTIONS PROVIDE 260 AMP, 00/240 VOLT, I PHASE 1 aN CU SENILE GROUND SECONDARY ELECTMCAL SERVICE. PROVIDED COM¢CTED TO CONCRETE 2/0 COPPER (CU) IN 2" DIA SCHEDULE SO PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 -" ALWM" (AL) IN 2" DIA SCH!OULE SO PVC CO QUIT UNLESS ELECTRICAL RE0%40IOw op R3G! TtTI Eo1TION !2d)0) SEMICE IS PROVIDED BY THE ELECTRIC COFS'ANY. COORDINATE WITH THE ELECTRI ELECTRIC Sy" Sy" DIA X S FT LONG COPPER IA 6 WMIRANY PRIOR TO BID. ROD A R C N I T! C T I 5 Ggn rous r. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA 0: 0003325 rn 9VSDIv. do IAT¢ SILVERADO LOT #2 BLK #16 PROJECT* 03719.001-02161 MODE2:A a2558—HAWTHORNE" GARAGE SMRNG: LEFT PAGE: ELECTRICAL PLAN 150 JJPH M B H6 LA ------ ------ I TUB/ I O I I I I C I C I I I - >® I _ _ — — — — — — ( " I�'-51/!' - �'-8'---=-- 16'-I15/8' i '-l' 12'•II I I 15'-3' I I C_ EpEll I II I II @ I I I I ii I i I I Mill I ,I I i I I I LA LA - - - - - - - - - r > I I I I I I S I I I I I � I I I a m I I ° 0 O CONaI-- /I ----I L _ J 2' ViR KITCHEN SINK W/ AUTO VENT HB f 2' r 1 Ia' VTR 2' VTR 2' VR I I k � 1 Jr. 2 1 1 I I LAVw Tub 3'-9' 4'-5' 2'-S' 14'-10' tLAV, i 3' 3' . 1 i 3. I 3' Co 3,WASHER ;�LIA,VI 1 4 PLUMBING PLAN TO SCALE. 1/4 . I'-0' MAIN PLUMB PLUMBING RISER NOTE: ALL PVC PLW'IBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. y GZV0 0D, FL32750'Yy PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 J anon. SLTHDIV, & LOOT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODZT- "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 15 PH HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ZTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT dE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER POO ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH PBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS 614ALL HAVE AN APPROVED FIRE OR FfRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND PBC 1TH EDITION (2020)MECHANICAL CODE SECTION W. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPER& IL DRYER BOOSTER TO BE A PANTEOH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL MECHANICAL PLAN SCALE. 1/4 . P-0' SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. r OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.VG OPTIMPEC OFLOOR SLAB CLEAN -OUT (TYPµ) COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING WE SPEC. I'-B'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED rq-�EXT. GROUND CLEAN -OUT TYPN) SECURE STRAP TO CONC W/ (2)-,SA6'X2' TAPCONS CONDENSER SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 06XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN C0ND. DRAIN 3/4' PIA. OVER HEAD • 12' FROM STRUCTURE ALTE L NVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER____EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITN EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS A E C N I T E C T 8 rou Gse 1vn M. nu w MMLIAn nuvu. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA *: 0003325 0111111 ,amm, avHDM & LOT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODEL: "2558-HAWTHORNS" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 160 BRH EA B 2X4 TOP PLATE PRE -FAD TR186 w' TwoK 7 COAT COIINlR lQAD a• oru m VI' CLG. BOARD =R A 61MACnVAL 0418 TLY TO ruewaeY NOTE: STUDS IN 5' DIA. SLEEVE, O FILL COLLAATrACW�c R oeu. PARTITIONS SUPPORTING DO NOT CUT rwoow� wua. V L. R 1/2' DRYWALL WALL HUNG PLUMBING REBAR "�" y A FIXTURES AND WALL PIPE �jpp MIATHER spur CABINETS SHALL BE NOT MOUWM ALL LE THAN WHERE BOND BEAM O NOT CUT irr ��uav�xow oAA uw ARCWD (BY POOR rLWlJ T M SPACED NOT MORE SOLID GROUT THE BOND GAIN. DRA TRAM wTO e» SECURE ST. 2x4 WOOD STUDS •24' THAN I6' O.C. OR, NOT W/ (I)- A5 ;414 BEAM w•a�ir.rL mo. WOW m"m WOW JAM PM PLATE To GLAD o� LESS THAN 2x6, WHERE (2) COURSE REBARS rwoouoT oALV. STM ArncVAL weo VIEW= L Tmac &VIINSADul/ 10d MASONRY ' By oTuews NAIL • 32' OZ. SPACED NOT MORE FBAs ^ ro MAX THAN 24' O G. Tf%#4K RAAOMTO woos ArrwoVAL RM . BEADAN FIN. FLR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS Dl SCALE: 3/4'•1'-0' D1 SCALE: 1 1/2'•1'-0' 1 TYP. INT. WALL NON—BRG. D1 BC kLE. 3/4'.P-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.U. FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA END ROOF BREATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER AS PER FBCR 905U.1. THICKNESS A8 PER PER STRUCTURAL DETAILS SHEET D ROOF BREATHING SHEET SNI, TE SECURED PER SECURED PER THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE SHEET SNI. SECURED PER STIFF5ACK AT ALL UPRIGHTS 5/8' GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 1. STRENGTH CLG. 2x FASCIA PER MAX AX. —per. Wp, T +CBS 2x FASCIA PER BOARD REFERENCE ELEVATIONS o. ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT If SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSUULATION R-VALUES PRE-ENG " THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION JPER ELEVATEOON SHEET SNI. SECURE PER TYP.. ON SHEET SNI FASTENER SCHEDULE TYP. 2x FASCIA PER O.H. ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. R-4.1 INSULATION PRE-EJG, GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED SPECIFICATIONS AI FICATION8S STRUCTURAL DETAILS 2x P.T. SECURED PER R-43 INSULATION STRUCTURAL DETAILS REFERENCE I WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND e• Cm CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.--- DIRECTLY TO MASONRY Tom----.j ;._ 0'-0' FIN. FLR a eu W/ WINDOW OPENING H V'-0' FIN. FILM ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1605.5.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 l—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 11 8' CMU Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. BD - WOOD BASE— R__7 1 Lul _ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 a a ITH EDITION, SECTION R301.13 AND 16055.1. n W/ WINDOW OPENING TYP. WALL SECTION U " NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/a.r-® UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.I.IJ OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE It OR ASTM 0486'3 TYPE III OR TYPE IV UNDERLAYMENT. A 1 C N I T 1 C T 1 Grpom ' In Xa l N. n NNW NrJil9P1N aLvu. LONGWOOD,FL32760 PH: 407-774s018 FAX: 407.7744078 www.abdosigngroup.com L AA 0: 0003325 J 8 V C avziDly ee GAT: SILVERADO LOT #2 BLK #16 PROJECT# 03719, 001-02161 MODEL' "2558—HAWTHORNE" GARAGE SWING: LEFT PAGE: DETAILS 150 JJPH E . TOP+ 2X6 P.T. • CENTER OF DOOR HEADER SECURED W+ (V In' X a' J-BOLT Ulf 4' MIL EMBEDMENT IM/ 2' X 2' X LS' WASHER 4 NUT oft IW (2)1/2' X aM ANCHOR COLTS Va. WASHER 4 NUT do CWE 2,4 TO BLK IW R to m 1/4'TAPCON6 I In EMBED, a' OC, 4' END DIET, 1 VT' EDGE DIST. m � 5X6 GARAGE DOOR BUCK SECURED W/ le) In' X a' J-BOLT OR ANCHOR BOLTS, UV 4' MR EMBEDMENT, UV 2- R X 2' X Va' WASHER 4 NUT. (V WTHIN a' OF ToP. (1) WITHIN a' OF THE BTM, ® (3)EVENLY 6PACED. NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MANUFACTURE" INSTALLATION INSTRUCTIONS WERE SUCH INSTRUCTIONS ARE MORE ATRN6ONT GARAGE DOOR 1 BUCK ATTACHMENT 3 4e4a •.ram a S' cm V2' DRYWALL Iz4 P.T. OR 6/4'X4' MIN. 8ECURE THRU FRAME 4 1'X4' EMEND 1.114' INTO P.T. HAILER BLOCK Ulf 3/I6' TAPCONB DOOR CASING (MIN. SHANK SIZE .H8 ja MINL HEAD SIZE 300 MR EMBEDMENT I -VW WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 W Or -MAX SPACING ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" �DO W TO BLACK +3/4" OR +5/4" 2X4, ME SECURE TO BLOCK W/ SAW TAPCON6 (MIN. SHANK SIZE J46 MIN. HEAD SIZE 3O0 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 S' Or MAX 6PACMG 2X6, 010 SECURE TO BLOCK WK2) 3/16' TAPCONS MIN. SHANK SIZE 146 MIN. HEAD 617E 300 MIN. EMBEDMENT 1 1,149 a. C•U WITHIN 6' OF EACH END 4 W OC. MAX SPACM6. IR' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER WIM 3/S' TAPCI" MIL SHANK 611E 146 DOOR CASING, MR HEAD SIZE 300 MIN. EMBEDMENT I V4') WITNM 6' OF EACH END 4 S' OC. MAX & AKIN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 1/2" 0 NNDOII TO BLACK +1 1/2" 2X4. IS! SECURE TO BLOCK W 3/I6' TAPCONS MIL SHAYC 812E .146 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 S' OC. MAX SPACING. 2X6, SECURE t0 OLD= W/(2) 3/16' TAPCONG (MIN. SHANK 84ZE 146 MIN. HEAD 812E 300 MIN. EMBEDMENT 1 VW) WITNM S' OF EACH END a' CM 4 W O.C. MAX SPACING. N' DRYWALL 2X6+ ® ❑ 6EGURH TO OLD= PX4' WK2) SAW TAPCONS P.T. NAILER MIN. 614AW SIZE .148 1/I6' ODD. X 4' MIN. MIN. HEAD 811E 300 MIL EMBEDMENT 1 V4') DOOR CASING WITHIN a' OF EACH END 4 S' O.C. MAX BPAGNIUI. DOOR JAMB OR UE®QU ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/15" .e111LNDOR TO BLACK +L 15/18" 2X4, dE SECURE TO BLOCK W/ 3/I6' TAPCON6 (MR SHAK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UNTHIN S' OP EACH END 4 W OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6+ ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRJCTURA- WK2) 3/16' TAPCON6 3AW TAPCON MIN. 1-114' (MIN. SHA , SIZE 146 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OP EACH END S• cm 4 S' O.C. MAX 6PACING. IA' DRYWALL 2Xa, ®E ❑ SECURE TO BLOCK TX4' WK2) 3/16, TAM," P.T. NAILER MIN. SHANK SIZE JING MIN. HEAD SIZE3" MIN. EMBEDMENT 1 V4') WITHIN a' OF EACH END 4 S' or_ MAX 6PACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" �11F[NDOII TO BLACK +2 1/4" 2X4, ® 2X4+ M® SEGUE TO BLOM SECURE TO BLOCK W/ UV3A6' TAPCONS (MIN. 1/4' TAPCCNS MIL SHANK SIZE .146 MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE 300 MIR EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH WITHIN a' Q EACH END 4 W O.C. MAX END 4 S' O.C. MAX SPACING. 6PACMGx 2X6, 00 2X6, SECURE TO BLOCK SECURE TO BLOCK WKT) MW TAPCONS WK2) 1/4' TAM" MR (MIN. SHANK 61ZE J45 SHAK SIZE J45 MIN. MR HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT I V4') EMBEDMENT 1 V49 UT14IN S' OF EACH END a' CM WTHIN a' ITOr EACH END N V 4 IS' O.C. MAX SPACING. 4 MAX SPACING. 2Xa, tram In'DRYWALL 2XS, In'DRYWALL SECURE TO BLOCKSECURE TO DI.00K I'X4' WKT) 9/16' TAP0I'X4' OlS P.T. NAILER WK2) V4' TAPCONB P.T. NAILER MIN. SHANK 6IzE .146 DOOR CASM. (MIN. SHANK 612E .H6 MR HEAD 61ZE "0 MIN. HEAD SIZE 300 1/16' OAS, X 4' MIN. MIL EMBEDMENT 1 1/49 MIN. EMBEDMENT I V4') WITHIN a' OF EACH END UATHM S' C° EACH END DOOR CASING 4 S• OC. MAX 4 S' OC. MAX SPACMIT,. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANFACTURE6 DETAILS. MA"ACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3" QSIW Mt TO atn4. rII 4" pmFw- 2X4, m SECURE TO BLOCK W/ SAW TAPCON6 (MIN, SHRANK 817E J49 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 S' OC. MAX SPACING. NOTE- STRUCTURAL TX MUST BE 2X6, ® ON OUTSIDE 4 SECURED 6E0URE TO BLOCK THRROUGN NON-STRUCTURAL 11110) 3/16' TAPCONB 3/I6' TAPCON MR 1-1/4• (MIL SHANK 611E 14S EMBEDMENT INTO BLOCK MIN. HEAD 617E JIM MR EMBEDMENT 1 1/4') a' OF EACH END S' cm 4 S' OC. MAX SPACING. VN DRYWALL 2X6. ® ❑ I.M. SECURE TO BLOCK P.T. NAILER WW2) SAW TAPCONO DOOR CASING. (MIN. SWANK SIZE J46 MR HEAD SIZE 3" MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 S' O.G. MAX 6PACM NOTE+ 6HIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 2ND TX SECURE TO STRUCTURAL MEMBER UV(2Md WITNM a' OF EACH END 4 6' TO S' OC. MAX DOOR JAMB OR WI®OU ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" I( , NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" L� A TO BLACK +9 7/18" 2X4, BE SECURE TO BLOCK UV 1/4' TANCON6 (MIN. SHANK 612E 145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OP EACH END 4 S' = MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6 m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-61111VICTURAL WK2) 1/4' TAPCONG (MIN. 3AW TAPCON MIN. 1-1/4' SHANK SIZE 146 MK EMBEDMENT INTO BLOCK HEAD 612E 300 MK EMBEDMENT 1 1/4') WITHIN a' OF EACH END a, Q'U 4 W OC, MAX SPACING. In' DRYWALL 2Xa+ ® i'X4' SECURE TO BLOCK P.T. HALER WK2) I/4' TAPOCNIS P P.T. X 4' MIR (MIN. SHANK 611E JO MIL HEAD SIZE 300 MIL EMBEDMENT 1 1/49 DOOR CASING WITHIN 6' OF EACH END 4 W = MAX SPACING DOOR JAMB OR URJDOU ATTACH TO TX PER MAMFACTUIRE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" a IIINB011 TO BLACK +3 3/4" A R C N I T R C T R Design GrouP"Lna 41 N. RONALD REAGAN 8L1 LONGWOOD,FL32750 PH: 407-774.6078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003325 HLJHDLv. de LOT: SILVERADO LOT #2 BLK #16 PROJECTMI4 03719.001-02161 MODIM "2558-HAWTHORNE" GARAGE BNING: LEFT PAGE: DETAILS 150 MPH B PRRFOR"ED CONTROL JOINT FLANGE OF CONTROL JONTS T BE WRRD TIED TO LATH • S• O.C. MAX (VERT.A NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVW IF WLIO EX16TO BEYOND EXCEPT STAPLES W/ %* LEG MAY BE USED TO TEMP. SEQNQ CONTROL JOINT DURNG INSTALLATION —� FASTENERS TO BE SPACED K:'-�'-777 a 1' ac, MAX VERTAA4.LY / I / RTHM ASTER3 COAT CEMENT /— UAIB LAYER 7, PORTPIS ER / SUILDNG PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORT6 URD LAYER 9. STUCCO URAP UOOD 61EATHNG IVA 01- Ism LATH SHALL BE C424rk4bOW TMROIraM JOINTS BUT BE STOPPED AT m om TED AT EACH SIDE. PER A6TM CI063 PROVIDE BLOCKING PLACED FLAT MAX. 6' TO S' FROM C0NTFWL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS Oft- �- i / STR1C11JlAL 6TUO STAR.E6 IN COMPLIANCE INS ASTM CW63 2. WRE TIES TO BE (NO. 16) OE416' WIIE / 3. BLOCKING 6HOUN MAY BE IN ADDITION \ TO WALL 6TUD6 REQUIRED PER PLAN J� OM" TYPE CONTROL JOINT OL FOLD NMIO . A. A an I ""L OI — N.AIC a n.A 2. CImAN a M. 6 L CPMAM a n. c OLF0.D a6lVOan.A T. CRIIII a M. 0 FOLD w Ol F0.D NpI/1D a n. A L CwfAN a M. 0 a. CIaAN . an. C 4. Face Pf. c OAR n. 6 TILL n. c TQIgN v� r O 6lmmmw FLU Ni F0.D. 22 ,wcalt. N¢TE,. APPROVED BUILDING WRAP SMALL BE LAPPED A M1,111 1 OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' MOR2:ONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH PORTIBER SHEATHING TAPE I a ITAL LATH LATH VERTICAL LAP TO BE I' METAL LATH Ulm LAYER -L STUCCO WYM UAl6 LAYER 4, FORTIFIMIR BUILDING PAPER ( I 2 "PAPER LAP euLEr I u2•.r-a NOSE, SIDE LAPS OF METAL PLASTER BA6E6 SMALL BE 6EQMED TO FRAMING MEMEER6, THEY BNALL BE TIED BETWEEN SUPPORTS WT140J6410-K (121-M1) WIRE AT INTERVALS NOT MORE TMAN S' (221- M). AS PER ASTM C1111i a) KI C KO UT FOR POP -AIR OF TEARS WINE LAYERS, TEARS DETAIL MAY BE PATCHED WA40M WRAP TAPE PER MANIP SPEC, OR PECL 4 STICK WOOD STLK 6HBATHING 6TUOMO REQUNmo To PIPE/ WRE TO I WI! LAYER 9. PORTPIBER BNLONG PAPER METAL LATH 6906' 6ELF-ADFERING MEMBRANE FLASHING OVER 4'F4' SELF-ADHEIRING MEMBRANE PLASHING OVER APPROVED 4.4' SELF-ADGERNG MEMBRANE FLASHING OVER APPROVED HOU6E WRAP. PLA914M TO lXTHND ONTO PIP! J' T UC1C 9 COAT CEMENT W CONT. BEAD C. OR^.*" PLASTER INSTALL APPROVED NOU8ELLRAP AIR METAL LAIN INFILTRATION BARQI IR OVER SIEATMNG WINE LAYER -2, PORTIFMIER BUILDING PAPER ELASTOMERIC ODATNI6 OVER GTUIXa U S LAYER % C.V. FINIG14 (SEE TYP WALL SECTN2N) 6TUCCO WRAP 8WRATMING SECTION PER S-ECT16N EpdM whir18 mir*—mN,n Extenor use of port ancicement ptaatar aha0 _hply with the applioatch nquirementa of ASTM C 928-18b. Installation of exterior lathing and framing —ply ly wfh ASTM C 108&19., or ASTM 1787. 4'"4' SELF-AD4EW4 MEMBRANE PLASHINS (COMPATIBLE W/ FIWSE WRAP MATERIAL) OVER APPROVED MOUSE MAP. P OR LESS PIPE ------ \ CUT AND OVERLAP ONE BIDE OF— SELF-ADMERNG MEMBRANE FLASHING STEP 61 WOOD SHEATHING OR CMU WRE1 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT I-LASTER(FRAME), 1/2' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR6 4 TAPE OVER ROOFNIA .L SCREED Z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT Y, WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT I e � ROOF PER ELEVATIONS --WTlla TMM NIL rip or. .aool DD NCT ern aoaL NSTAu F1D4q T ILAMatl AT 60tTe'1 d ROd . aNLI Nim11lC'TKH4 5 J"L" FLASHING N.T.S. 4' STEP w1 FLA6HIIHG RING MCMbRANE_ _ TRATION DETAIL (FRAME) LEGEND DRAIN GE PLANE (UJR5 LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL 5HEATHINCx SELF—ADHESIVE FLASHING NOTE: — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84'1-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N IT EC T E Design Grou FnD. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL92760 PH: 407-774 3078 FAX 407.7744078 www.abdosigngroup.com AA #: 0003325 q 0 Q EIVHDIV. AC LOT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 i[ODEL "2558—HAWTHORNS" GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH . B INSTALL 6' SELF -ADHERING MEMBRANE FLASMINO OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLABHMG TO BE: L BOTTOM- 2. BIDES_ 3. TOP VENT CAP IS TO BE SET IN DED I.; I• • OF SEALANT AT TOP AND BIDES ONLY. SEALANT 16 TO DE TOOLED 80 AS TO DEFLECT ...:: WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND :-� VENT -APPLY SEALANT ALL i� JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 81DES.YW CAULKING • JOINT ALL AROUND PER SECTION R703.7 E)dwior lathing and DWAllarim BAGGER ROD I Exterior use of Portland ceent plaster shall comply with the applicmation x- requirements of ASTM C 926-18b. 1 1 Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM1787. WRB LAYER h, STUCCO WRAP 1 .. HOODED VENT i' THICK, 3 COAT CEMENT I, X. PLASTER METAL LATH WRD LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER WOOD - CONBTUCTION -METAL LATH V CM VINYL CAOM BEAD 6' RA16E0 BAND ::eco �sl c WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLA8HMG STONE VENEER OVER 61-RAT04 COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/Iro' ,ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.I / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 0 TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPEC$.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER TO ly' MID -WALL WEEP SCREED WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING v cm --� WOOD FRAMED WALL HORIZONTAL WEEP SCREED a ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WRS LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW OUT SUCH THAT 9 NO MEMBRANE _ ENTERS BOX, APPLY TO FACE EDGE WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRD LAYER 4, FORTIFIDER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' Or— MAX 7i' TOu�e , ei IyIQ:.,"L ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 S' UIRB LAYER'I, STUCCO WRAP WRB LAYER "I, STUCCO WRAP APPLY MIN -IE IWa GRADE 'D' FELT ' MEMBRANE FLASHING MEMBRANE FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER'2, FORTIP15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 15 STEP #6 nELECTRICAL RECEPTACLE A R C N I T R C T i 6 Grown 1... ­y LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com L AA #: 0003326 J C M V 0 �y C E ou8DIv. at Lotil SILVERADO LOT #2 BLK #16 PROJECT1p 03719.001-02161 MODEL: °2558-HAWTHORNE" GARAGE 8WINO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B IF WOOD SHEATHING URB LAYER 01, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING, PAPER rYi HAT CHANNEL J' THICK 3 COAT CEMENT ' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED - TO SHEATHING BE14NO WEEP SCREED WOOD SHEATHING `� W POSITIVE DRAIN , � IICFp M`OCCI'] WRS LAYER 9, / STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER i - \ \ &'SELF-ADHEREI ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW i \ ' WRB LAYER 9, 1 STUCCO WRAP WRS LAYER @, FORTIMBER i M i BUILDING PAPER SELF-ADHEREI LAYER 9, FLASHINGWRAPPED i STUCCO STUWRAP �v � • CORNER OF CANTILEVER AMICO AM66-IIFWC-19W CUSTOM CAST BEAD 1 y �-4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) nCASING BEAD DTL. 0 CANT. SCALE:11/2'•I'-(L' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / A5TM C-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CAST BEAD 5/S' TYPE 'X' DRYWALL r EXTURED 4 PAINTED SHHICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CAST BEAD L 11D DRIP EDGE INSTALLATION W/TEXTIIRED 4 PAINTED FINISH a' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL GAS( BEAD @aRIP D( WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 4 1' T14ICG, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON •WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER '4 i' THICK, 3 COAT CEMENT PLASTER -METAL LATH WOOD SHEATH( HEADER/BEAM (SHOWN FOR CLARFICATICN OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FRAME WALL ".PLOOR DECKING PRE-BYi'D m" YCAT/IRRESISTIVE DAARN 9 WEATHER RESIST" 4 ��CK 3 COAT CEMENT METAL LATH WOOD &PATHING- 4• PC61TIve DRAIN— / ose ryNo r,AP s MHOWN FOR CLARFICA, SEPARATE ACCESSORIES I Ys' GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — DRY WALL J- THICK 3 COAT CEMENT VINYL CASING BEAD PLAB-WATER PROOFI let- -VINYL CASINO BEAD LAYER (2 LAYER PEE 4 STICK) 0 ANTILEVER DRIP EDGE PINISN LAYER (2 LAYER V X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT.Ii' MIN. STICK • DRIP WACO FROM DRIP EDGE TO PACE TO TREX DECK Yi GAP FOR BACKER i A'XI 'Yi P.T. OR SIMULATED ROD 4 SEALANT WOOD [TREX) FlLLER CONTINJOUB VINYL CABINS MAD WATER PROOFING WEATHER RESISTIVE LAYER (2 LAYER PEEL $ BARRIER 9 STICK) ILRAPPIED FROM - WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER'���+ PEEL 4 STICK • IP EDGE TO DECK EXTEND MBRAN R DRIP SUB FLOOR EDGE = 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I )f7d 'ri P.T. OR SIMULAT SEALANT, 1f' MIN WOOD (TREX) PILLER SPACE FIROM DRIP �T�S FACE TO TREX V GAP I -OR D14CIKE VINYL CASING MAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) 41RAPMD PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH .. -.— .... __...... WOOD SHEATHING WREXTURED 4 PAINTED �A,SR�ER FINISH (LEATHER RE pLATHICK COAT CEMENT BARRIER Q 4' POSITI� I VINYL CORDER BEAD xs4ee •rr__@ VINYL CASING BEAD NO ¢AP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LUMN SHEATHING BATHER RESISTIVE AR\\RIER 9 2ATFER RESISTIVE ARRIER Z SAP. \ 'EEL 4 STI`CIC I )6'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED Or SEALANT,* MN. SPACE FROM DRIP FACE TO TREX r 0 CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. �I Ya'x3• 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I JIJ' X 3126 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, JV MIN. SPACE FROM DRIP WATER PROOFING tot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL \ `METAL LATH WITEXTURED 4 PAINTED WOOD SHEATHING FINISH I' THICK 3 COAT CEMENT A- POSITIVE DRAIN PLASTER ncgra aw,mm AP IN FIELD VINYL CORNER BAD (SHOILN FOR CLARIFICATION OF VINYL CAST DEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — 5UILDINGz PAPER) METAL LATH x—x—x—x STUCCO T WOOD OR 1/Uo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SCALE: NT8 WOOD SHEATHING WR5 LAYER 9, ti STUCCO WRAP 2x FRAMING MEMBER J' THICK 3 COAT CEMENT .) WOOD SHEATHING PLASTER WRE3 LAYER 02, FORTIPMER 2 I�, fAQ BUILDING PAPER U FASTENED TO SHEATHING. ;. WR5 LAYER 01, • T' Oa MAX METAL LATH STUCCO WRAP C 1 WRD LAYER 9, THICK, 3 COAT CEMENT - 1 WR5 LAYER 02, FORTIFISER STuccOIIARAP PLASTER �} ' BUILDING PAPER WOOD SHEATHING�4 &'SELF -ADHERING ; ' METAL LATH METAL LATH FLASHING J' THICK, 3 GOAT CEMENT WRD LAYER 42, FORTFIBER BUILD( PAPER , ;VIEW (EXPLODED FOR PLASTER 14A CORNER BEAD ® FRAME DRIP CAP 1 CLARITY) WINDOW FLANGE * 2 1/2' CORNER BEAD (FASTENER 4 SPACING Sa 71' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK WRB LAYER 9, STUCCQ, WRAP WRB LAYER 171 FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD (P WINDOW (FRAME, NO BAND) A RCN I T R C T S 6 Grou n ,1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774.6078 FAX:407.7744078 www.abdeslgngroup.com AA IF: 0003326 [ IN C a 3 BtYBDM & LOT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODELt "2558-HAWTHORNE" GARAGE 8WlNC;: LEFT PAGE: WALL, ASSEMBLY DETAILS 150 MPH DR. B WOOD SHEATHING --� WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER - METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Ys' GAP TYP )' THICK, 3 COAT CEMENT f A81NG E5EAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER o STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFICER BUILDING PAPER SIDING-7 MOOD SHEATHING `aem LAI CR -I, WRB LAYER 01,9TUC= WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREINCs FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ` WO ��T1ONCAOIN3 BEAD �j— i WEATHER all TWM RESISTIVE i WEATHER RlaSTly! WRB LAYER 12, FORTIFIBER ' DA VER BUILDING PAPER ; ur ER ParonvE / 4f a i METAL LATH j XF T Y: LAP som THICK, 3 AT CEMENT i� m� I a PLASWIM PLASTER >± erARTEIe STRIP FLASHING HERING j i0' 1 DRIP CAP \� WINDOW FLANGE CASING BEAD ® WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LA WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER i WRB LAYER 01, THICK, --COAT CEMENT - CCO WRAP PLASTER ' WRB LAYER 47, FORTIF15ER VINYL ANGLED :. i BUILDING PAPER BASING BEAD VINYL CASING BEAD ' METAL LATH i J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED (FRAME) SCALE= 11/2'•I'-0' 6• WLP-A04- R 66AIWO m �a6TIVE BAARR DEEN �aeTIV! a,ALVV METAL '2' R.AalIN6 1161!� OR UpIOOD TRA'1 MEMpIR / .:.E — — ` y�gTEp / �OD6T;jM FENDER I \ / GAP VCAULKINIS OR 89ALANT \ , CASH SIDING TO STUCCO 0 BLOCK TO FRAME 1%n� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN, 2.5 LBO. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHING - WEATHER R8STIA DARREA M WEATHER RESISTIVE DXXA•.R IVER R W%x IIv AL°P 6ro1 6' BELF-ADI;RN6 PLASHING STARTER 6TRIP— GALV'0 METAL— 'Z• FLAeHNS UIOOD % me (U%' M"lI3LE P% DADGER ROD) FLAINNO ,THI PLAeER �T B AARTHER �SISTIVT WEATHER RlSroTM DARRIER 4 `�� HERMG ia81#40110•J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER -- — — — BUILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( —/ _.. ..___.... WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING SWOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME RESIaTNE_. WARREN -I To LAP OF 'r FLAomm �DAweiER POS16TIV! BANNERR EHESIST[YE GALVV METAL \ on WINDOW FLANGE SIDING TO STUCCO ® FRAME TO FRAME k TRANSITION Y4' GAP TYP :ADNG BEAD TO WINDOW J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE FIRM M To LAP VFLA ABOVE TOP i i 2X FRAMING \ E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) I 4" 64%A Q0R MEMBER •APPLY FULL BED OF SEALANT BETWEEN ; aA�wxr FLANGE t BUILDING WRAP LeeAL GAP ukc.6airm BUILDING Ole APPROVED WALANT WRAP WEAT PM16TIVE ER � E-z eeao vrHrL eA6INe ape PIC ����°roT'� EZ BEAD r16A WINDOW CASING A R C N I T E C T• MDeDesign L6N0w006,FL32750 PH: 407-7746078 FAX: 407.774407E www.abdeslgngroup.com L AA e: 0003325 J M x r7 8 14 0 ti >9MO UBDIV. ae T.OT: SILVERADO LOT #2 BLK #16 PROJECT* 03719.001-02161 MODEIA "2558-HAWTHORNE" OAISAGE ewnaO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B H I) BE TRREN IN LEERING THE VENT PROPERLY NJON80. VENT RPE IS SEALED IF UDLIZED. NNL IN PLACE SHOWN 1N P GALVAMZED USING 1-IIA-NNL$ ATEACH CORNER. ROOFING CEMENT SHOMD BE APPLIED TO qLL SINGLE EDGES lEM TIE WTER EWE AND AROUND THE ENTIRE PEPoMETERM CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF SHEAMM G. SIZE THE OPENING IN ACCORDANCE WM THE RECOMMENOEOINSEVERE W MERCOABTK CONSTRUCTI WNES. CHART SHONN. IN THE EVENTAMECIUNCAL VENTFM IS USED, SIZE THE VENT OPENING IN ACCORDNICE WITN VENT FANMANUFACTURE'S RPIW CONNE-CAN INSTRucnaNs. DO NOT CUTINM TRUSSES OR RAFTERS WIEN CUTTING THE OPENING IN THE ROOF. RRE INTERFERING SINGLE HVLS ARCL"ID THE PERNE'TER OF TE OPENING SO TNT TIE NNI.INO FLANGE Oi TIE VENT LAYS F WT TO THE ROOFSIEATHN0.8IDE THE TOP AND SIDE FLANGES OF TIE VENTUP AND UNDER Sl`tINGIJEKLOw TIEBOTIOM VENT FLANGES TOIAY CN M ET'w3. THE TOP OF THE SHINGLES. Fc-f�o� ROOF HOOD VENT DETAIL 3EQ-I—Nfr- OUT House~ AT N' ANGLE MODFlED 9' OUT N HOUSEYEMP LINE OF WI DOD- OPENNG, AM -MOVED HOIMEWIAP OVER INOATIING CYSTS UD STUD WALL STEP 1 IF EXTEND FLASHING, MN 1. OIL= SILL FLEXIBLE N.AW" 00 NOT SEAL EOTTOM FIN STEP 6 TSt9'DRARLY FOLD -UP, . SEC TUCK FLAP UC a HEAD FOLD Houm N AT JAM" I SLOPE NLL R 7. ASR TPLASTIC CEMENT MOLDED AROLRD BASE M PIPE AND WER FLANGE ALION FLASHING, SV M. EDGE OF SILL RO. MECHANI6ALLY FASTEN. PANNED EDGES.(CAP NAILS, STAPLER INSTALL DUPOIR FLEx~ AS T FLASHING, At THI FOLD HOIMLYRAP DOM. TAPE DIAGONAL OUT . ACROSS NERD a WINDOW PLUMBING VENT DETAILS SCALE, WF— NSTALL V WDE ADWMVE - UAOQD FLIXIOLE FLASMNS MATERIAL OYfR DRIP CAP JOINT (HEDTECTo-IIRN� OT-20XL eA• EG W) S TE P 8 ```klal WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS FROM VALLEY CENTERLINE bom I. IT le THE CONTACTOR! MSPONSIOILTY TO YKRFY ROOF VALLEY DETAIL TMUSE~.S ALANTS4SELF-DDN`TIS PSINd. °N° HouSEEIAP, SEALANTS . aeLF•ADWEIYEYs 6CALE, NTS FLAOMM MATERIAL& USED OUP04 CONSTRUCTION. 2. MTALL ALL MATERIALS PER MANLFA.C'NRERS WEITTEN SF'ECOWATIOND SEALANTS MAY REACT ADVERSELY F NOT CG"PATflILL CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME 6HOlN 814ALL BE IMPLEMENTED AT ALL WINDOUB USTW EVIDENCE CP WATER NTRIZIOi DELOW THE U11114DOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY Ga " (0 EG1WL) SEALANT . LOVODUCMU JOINT. FLUID APPLIED FLASHING (LANCO NU7E-SEAL PIC-OS OR EaW A SLOPE NLL TO EX NOM L IT 18 THE CONTACTORS RESPOWDILTr TO VERIFY THE OOMPATIDILATY OF ALL MRODUCM INCLUDING SEALANTS . SELF-ADW J*4 PLASHNS MATERIALS USED DURING CONSTRUCTION 2. FLASHIIfi AT EXTERIOR 4*0OWS AND DOOR OPENIN M SHALL SEE INSTALLED N ACCORDANCE WITH MA"ACIUNERS ED INSTALLATION NSTRUCTONS AND APPROVMETHOD U OP FDC I!'IG3A U N ACCORDANCE IUTN FENESTRATION MANIFAGT ISIMS INSTALLATION AND FLASHING INSTRUCTIONS. �� S �S MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NITS, WA& 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdeslgngroup.com AA #: 0003325 A BVHDIV. Ae LOT: SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODEia "2558—HAWTHORNE" GARAGE 8WMG: LEFT PAGE: WALL ASSEMBLY DETAI 150 PH 2x6 SUB-BANb W/I'x4' NOTCH w END, WRAPPED IN PEEL t STICK METAL FASCIA wRAP 1 DRIP EDGE 1� 1/8' TEXTURED FINISH a WOOD I �� 2x6 SUB BAND—/ NOTE: NOTCH FOR 2X& SUB BAND ONLY , ®ELEVATION �tl ©FLAN 8 VO• TEXTURED FMI6N 6 UIOOD 1Y2' TEXTURED FINISH 0 CMU METAL LATH {tk \ti -IUOOD SHEATHING OR cMu WiB LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER mot, FORTIFIBER BUILDING PAPER (FRAME ONLY) DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK(BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) il/S' TEXTURED FINISH i WOOD, 1/2' TEXTURED FINISH IJA o CMU � 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PL,4N A PRE-ENG'D TRUSS TO BE GUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/U4'x4" NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x Ll)� ... 3 x x x x M x x x x x x 7 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x � x x x x x x x x x x - .. x x x x x x x x x x x x x x x x x x }� x x xx x x / �G71��x SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH � END, WRAPPED IN PEEL t STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY• FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y.' ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/U5'x4' NOTCH m END, WRAPPED IN PEEL t STICK •ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY I R C N I T e C T l Grousi �n $1 N. RONALD REAGAN BL LDNGWOOD,FL32760 PH: 407-774-6078 FAX: 407.7744078 www.ebdesigngroup.wm AA A: 0003326 F 3 av>sa><v & LOT: SILVERADO LOT #2 BLK #16 PROJECT 03719.001-02161 1[ODELt "2558-HAAITHORNE° owRwcsE awaNa: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH E B 8'-2" 66'-10" 30'-9" 32'-9" 6'.0" O/C MAX., TYP., LINO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 i FM-18XIS 1 FM-l( 1 M II v 7o I 1.1 1. 1.1 1, I I I • o 1" PVC CHASE l 1fi,_2„ II FOR ELEC. @ m ISLAND 4 � a mI 1 Al ,., m t 3,_8„ m - X a I 1 FMA(6X18 I N - FM-16X18 1.1 - - ao 6'4' Y ti EXTEND SLAB 1 1/2" I IF I EXTEND SLAB 1 1/2" I ?? CM-,2X12 I I Wm C-16X18SLAB 4" CONIC. iv 9 a .9,_0,.1.1 1T-0" o r 4 I W I E I 4 I 1@/ EXTEND (4" CONO-3-$- SLAB SLAB 1 1/2" ) SLAB I `SLOPE 28.7„ 6_7" ) cS PER FT. LOPE 1/B" LL *3 1/2" I PER -Ma FT.- J m I I I i -3,/2410. SLOPE 2" y' u> I- I - - - -51/2" FM-,6X16LLi 1 '� 4„ PVC ,-�� 19,_8„ 2,-0" I 1.1 CHASES' 1 1.1 ( 4 'I m I IM o TEA ,2 4" CONC. ; 1.1 c di -3 1/2" g 11 I O 12 E'lF L SLAB - - - FM-16X18 - - - - - m - - I - - - - - - - FM-16X18 - - - - q - - FMC-16X18 - - Y VJII I I I I I I I 1 11-111 1 1 1 1 1 11 1 1 1 li'l 101111111111111militill IL-joilillili- 1 11-111 1 1 lla lLdjH I I I I I I 10 1 1 IL!jl I I I I 1 14 1 1 1 1 1 117111 i77rrrTrrrlM= I I 1 11-111 -W 6' 4 TOP OF 1. SLAB 25'4" 5'-0" 2X-O" 101-101, 20'-1" 7'4" 8'-11" 28'-6" Al 53'-4" 20'-4" 73'-8" 4„ 75'-0" SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS Bx6 Wl.4xWl.40VER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG FM-16xl8 16, CONTINUOUS le, - (2)#5•s FMC-16x18 16' CONTINUOUS 19, - 2) WT. #5 IN CURB VARIES CWCAZX12 1z' CONTINUOUS 1z' (a)#5'" (2)#5's + '•.0" TE-1 8" SEE PLAN 8" - (1 s #5 IN CURB -)014' F-24x24 24" 24" 17, (T-Ws- () 0. FOUNDATION PLAN SCALE: 1/4"= V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. , 1.0INDICATES #5 BAR, []INDICATES #8 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #5•S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A R C N I T 1 C T i W De i In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 dNIINI BUDDIV & LOT: SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODELa "2558-HAWTHORNE" GARAGE BTIIING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30P, MIN. EACH WAY MONOLITHIC FOOTING i 7 Z g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 6 a O CELL SEE PLAN FOR SIZE AND r �° ° 1 a SPACING REQUIREMENTS SPACING REQUIREMENTSIr v— t C 14 I 1 11R � cr D_ Q � FM co Z 8" CMU WALL O 8" CMU WALL -) CORNER BARS, SAME SIZE AS LARGER BAR OO i+ to Z + 1 - -0,� IN FOUNDATION WITH 30" LEG EACH I WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB •�,�...-.-� SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA " CHAMFER (iSTORY) PORCH - SEE SLAB SCHEDULE TOP OF GARAVARVARIGE I °Ie g °`'v. I :. Ia CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 112, ISOLATION JOINT (WHERE V CHAMFER (2-STORY) #3 16" 04 24• EXT. SLAB W/ 1/2"ISOlAT10N 4" CHAMFER (1STORY) 8" CHAMFER (2-STORY)APPLICABLE) ° ZE SCHEDULE 30"APPLICABLE) JOINT(WHERE -. i EE SCHEDULE#5 WXD, BAR SIZE„ Z 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST tl7 41 NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING r.�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION sCAL 331-1-a' GARAGE CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 4&' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP /* iC RECESS AGE DOOR W O 6 I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ � j !n NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2k9" WEDGE ANCHOR WIT y 0�J 6• R SECURED W/ 2- g P10.4BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH N U 2" CAPPED a EPDXY. MIN. EMBED EPDXY 5-1/Z' EMBED. MIN. 016" OC /n GALVANIZED PIPE g 8", UNO SIMPSON SPH4 OR SPHB MAX. W/FLANGE (9 BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE CURB FOR N I SPECIFICATIONS FOR _ USE AND ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL MASONRY UNITS SET PREPARATION OF HOLES, DO NOT USE 10tl W /:p, AT ELEV: Z —HOLE. x 3" K SEE SLAB SCHEDULE 01.1 SECURE FLANGE TO a SLAB W/(4) 1/4" X 21/4" +- 0'-0" TAPCONS �i TOP OF SLAB _� �QQ- 4" CHAMFER(,STORY) 6"CHAMFER(2STORY) •a.d \— RECESS AROUND GARAGE ;, DOOR OPENING SCALE: 3/4"=1'A" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL OLLARD MONOLITHIC FOUNDATION LAP TOP ANDNAIPLATEAMIN.OF48" COMMON NAILS, 7 BDALE: 34"=''-0" 5 g (W/ UPLIFT) 2I-ROWS, VERIFY HEIGHT SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL TOP PLATE SECURE BT. PLATE TO SLAB W/,Otl MASONRY LAP TOP PLATE A MIN. OF 4S' �y NAIL 18" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS t/) UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING i i K SEE SLAB SCHEDULE PLANS FOR SPACING. SINGLE SECURE TO Q ^ 0}- m Q BTM. PLATE TO BE PT. BT. PLATE SLAB W/10d MASONRY NAIL TOP OF SLAB PROVIDE DBL. TOP PLATE 1S' O/C STAGGERED. Lu 4 W1� 06 - a ° ADDITIONAL METAL CONNECTORS NOT U_ �aa1 • - e RED RED WHEN NO UPLIFT IS PRESENT. 0: N O 8" CMU WALL _ Z POURED LINTEL CONT. (TYP.) e 8" CMU FILLED CELL (TYP.) � - - . TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING EQ. EQ. EE SCHEDULE WGROUTED FOR WxD, BAR SIZE SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5" AND BAR QUANTITY SLAB ZMINIMUM EMBEDMENT INTO"ISOLATED"COLUMN eaa • a. PAD ° '• CELL, 4"FROM ENDS AND INTERIOR CURB FOUNDATION WOOD WALL • < to CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX 8 � �- FOUNDATION MONOLITHICALLY N SLWITH AB r SCALE: 3/4"=V' 0" NO UPLIFT SEE SCHEDULE - SEE SCHEDULE FOR WxD, BAR SIZE T / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY ///LLL 8' VARIES e' 3. 3' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO scALE:3w=ra (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4'•=,'-o" 11 SCALE: Il�'s JNr m�� SHOWER RECESS FOOTER 12 SCALE: I R C N IT 16 T i 6 Group. $i N. RONALD REAGAN BU LONGWOOD,FL32750 PH:407-774-6078 FAX 407-77"078 wwwabdesigngroup.com AA 8: 0003325 aXMDIV. ea LOT: SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODEL: "2558-HAWTHORNE" GARAGE BVWG: LEFT PAGE: DETAILS %J60 MPH EXP. B 63'-10" 58'-8" 52'-8" 40,-0„ 34'-8" 33'-2" 28'-0" 22'-V' �1f 4 0 0 v b 10'.4" v T.0" 4'-0" m iV r i Y N N 3'4" 14'-8" 4'-0" v b 5'-0" k 2V4„ 26'-&' 30'4" 35'-9" V-11" 40'-10" 44'-10" Av 48'-8" 54'-8" sa-s" 66141 70'-S" DOWEL PLAN SCALE: 1/4" = 1'-0" A A C N I T I C T t 5 G ou inn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407.7744078 www.abdeslgngroup.com AA #: 0003326 ama�; aunDm at M SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODEL: "2558-HAWTHORNE" GARAGE arIING: LEFT PAGE: DOWEL PLAN 150 MPH EA. B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR `� VARIES PER ELEV. TO HORIZONTAL AR_10" HOOK °. _ GROUTED BOND BE_ Z VARIES PER ELEV. - � g g o a p5 BARS Q Q a I. 1U' HOOK � R. J • ;o °.° m o ° �, ° a • —4 ".< ° e . +° S CLEAN OUT REQUIRED Q FOR INSPECTION •6 • • to . O c1 0'-0" FIN. FUR. j ` O O <° ° TIE RIZON BAR b ° TO HORIZONTAL al�, El REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. , ��'II�' Z W #3 IS, N4 11, /6 30° CMU UNIT DIMENSIONS Q ARENOMINALSIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. 06 #7 4Z, HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD #4 z,' /5 31' • �/ MASONRY SYMBOLS * 3 SC LE:3/4"=V-a' REINFORCING �1 REINFORCING � SCALE: 3M"=1'-0" SCALE: 3/4"=1'-fY'Af M be'In 4i Ni RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 avaD:v & I.OT: SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODEL• "2558-HAWTHORNE" GARAGE SITI MG: LEFT PAGE: DETAILS 150 MPH Ea B GENERAL FATES 1.)CODES 1.1 FLOPo DA BUIdNG CODE TM EDITW,2020 RESIDENTIAL SECTIONS R402.26 R876. 2 FLORIDA BUILDW CODE, 7M EDITION.=0 SUILDW. SECTIONS 13N.2 S 2107. 13 WNBpNG CODE REQURENEM6 FOR REINFORCED CONCRETE(ACI 31&14), I SUILDING CODE REQUIRENENI5 AND SPECIFICATION FCA/MSONRY STRUCTURES Mots A02-16) IS AMERICIN SOOM OF"L ENGINEERS MN DESIGN LOADS FOR SUU)NGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSVE STRMFDTI AT 28 DAYS: 2.1.1 PRECAST WBTANDARD REINFORCQAENT�000 PSI MIN. 2.12 PRECAST WPRESTRESS REIIFORGEMENf4M00 PSI 2.1.3 GROUP PER ASTM Gib-3000 PSIWNAI(. WAOGRECAM."Mil-SLUN" 2.2 REIIFOROW BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TINE OF FABRICATION ASTM AAm"IsM (GRADE SO) 21.2 STEEL IN LINTEL AND IDNOO(OUT BLOCK (PLACED IN FIELD) ASTM ASINASI6M (GRADE 40). 2.3 PRESTRESSSTRANWMWAI167-WRE,STESSREUEVED270M 2A DE'fA1L REINFORCEIAEMwACCORDANCE W7H AC131&14. 2.5 CONCRETNG OPERATK"!SS"ALLOONWLYN1Ti ACISTAFDARp3. 2A """N' PER AM AIO AIOSMA 3)MASONRY: 3.1 CONCRETE NIASOINRY LASTS (CFAU) SHILL CONFORM TO AM I -E I, NORMAL W MGHT WTH MINIMUM NET AREA COMPRESSIVE STRENGTH 2633P81. 32 MORTAR SHALL CONFORM TO AMC-270 WFE'LT' OR'SU 33 FULL MORTM JOINTS ME REQUIRED 3.4 MMSML&IAGGREGATE 28-DAY COMPWSEW STRENGTH OF CMU AND MORTAR SWILL NOT SE LESS THAN FM • 3000 PSI. MA60fAY STRENGTH 91MLL SE ESTA&JSIEDBY TIE 1MT STRENGTH METHOD' OIL ALTERNATIVELY, BY TIE'PR[W TEST METHOD' MERE USM REQUIREMENTS HAVE NOTSEEN MET. 4) STRUCR6NAL: 4.1 SAFE LOAD VALUES ME BASED ON LINTELS HAMNO A SEARING OF r OMTH A MINIMM ACCEPTABLE BEARING OF 4- MR FLORIDA BULDNG CODE 7TH EDITION, 2WO RESIDENTIAL, SECTION R006A.3 OR FLORIDA SUILDRNG CODE TTH EDITION, MW BUILDING, SECTION 2104.1 42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 31&14 AND TARS 4 CAG 43 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM TIE SAE LOAD TABLES BY CN.CIAATNG MAKIMLM RESISTING MOMENT AND STEM ATd DISTANCE ANMY FROM 1HE FACEIN THESUPPORT. 4A FOR LINTEL LENDTH AT (1)NVEE$OREW 19 GREATER, ECLARSVERTICAL AT EA HENDFILLED SOLID UNTEL. TMD MNTELS ONE HATA/SVERTCALRESMISREWIREDATMACHENDOF ROTIELINTEL. 4.6 LINTEL9 THAT SE GREATER Tbw 14'-0' CLFAR SPAR MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GRWT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a REMARK DESCRIPTION tO (2) 2X12 T-0" T 0' -- ---------------------------------- ---------- - --III-P-------------II--------^------- -- 1 ♦ BF18-1T/OM B 8F16-1TIOM/OB 1 ♦ 1 ♦ 1 ♦♦ 1 ♦♦ 1 ♦%♦ 1 8F16-1TI0M/0B 8F16-1T/0W0B i -------------- 1 I ♦♦ LL 1 ♦ ♦ ° 1 1 0 1 1 I 1 ------_p 8RF14-i TIOWOB ,j I ♦`------- --- - ,y1 I ♦♦ I I r n I ♦♦ 0 ♦ ♦♦ ♦♦ ♦♦ ♦♦ I I ♦ % ♦� ♦♦♦ 8F16-lT/0M/0B 8F16-lT/0M/0B 8F16-lT/0M/0B LIFT BEAM PLAN SCALE: 1114" = V-0" A R c N IT E c T S Grou i In 41 N. RONALD REAGAN BLI LONGWOOD, FL32780 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 V D4 14 a atmDly. at LOT: SILVERADO LOT #2 BLK #16 PROJECT#f 03719.001-02161 HODELA "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN 150 MPH ER. B ol DA E: 08/09/21 SCALS: 1/4"=1N-O" SHEET S2 IF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1U' HOOK 30 TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYP.VNIT' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �e 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT �0F REINFORCING (1_2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'kt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 9 �\x 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PO � FE 806 DBL. BOND TOP O BEAM W/ (1) M5 BAR BOND BEAM • ��0� 0 EACH COURSE G Bx8 BOND BEAM T • OQF.�VI� W!(1)#S BAR F =FILLED W/ GROUT 5�NO U =UNFILLED GROUT SOLID FROMTOP f1�0 NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE ��//// /�- p SEE NOTE 5 A l6��00 16-1 T/11Y1/ P 8x8 PRE -CAST CONCR NOMINAL �� LENGTH OF'BAR WIMASONRY Q HEIGHT # OF #5'S, TOP $ OPENING-2 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THATXFXX-1T/i MIDB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: AND XFXX-1TIO WB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIANDXUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - iT,DM/00 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 6" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN EMBEDMENT # 5 BAR BENT AS SHOWN 2x8 (MIN 2 X 3) 2-3/16 TAPCON PRE AST 'a '� OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL X. MIN EMBEDMENT 1 1l4") 8" a SLOPE FROM EACH END AND 16' 7 O.C. MAX. MIN 1-1/4" 0 " `$o n EMBEDMENT b 2x8 (MIN 2X3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1W) 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL i1 SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP C S SCALE: 34"=1' U' 8 SCALE: 3l4"=1'-U' 4 PROVIDE 3" DIA. HOLE IN LINTEL $O THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I s I I SINGLES CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II XENSU R PROVIDE #5 BAR R DOUBLE REINF. BAR(S),AT EACH SIDE STEEL REINF. OF OF ELEVATION RE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-lY' %� SINGLE LINTEL, MULTIPLE OPENINGS 0 SCALE: 3/4"=1'-lY' A I C N I T I C T 8 6 Group! 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774.60TS FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 dU33DIV. Qc LOT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 WODEL• "2558-HAITHORNE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH B BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (psi) w,XH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP I MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADEFF22 av aM ac, sa � :umu «oiu mu e� a mo,.ew� m�s mw.swre m«o m w.sw� maw.a mw.sw,rt maw. ff rr PwEUs, mw.sw�. muo.a ,as rnws.. mw. r rz)w.ewgE rzl w.a ,tm mw.ew. mss +wc moaswaE m,w.amw. xvo 77 —P�usr m w.ew� rz'aw.a ecs mwsw� maw. 2zn 04- 77PqE mw.ew% rzl NO PnEcnar ¢IwswPE P�c.s mw.aw� 1—4 PPeasr mw.ewPE rnw.. 77— 77PPe:cwsr R.I.. rz:,w.. rzi w.s"m maw.. 1. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xlS" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"42" RECESS DOOR HEADER eE,aoo I2iw.s PPEener rnw.ew.zE maw Paecs< czlw.swPEPwErwer mw.ewPe Mw Erzlo+. . on aae: mwswne rz).1 mwe sam '2n.. Pnewsr P«_ Mw 4 zap +xa mwswwE maw.z ,ew A R C N I T R C T R 6 Groups 141 N. RONALD REAGAN 80 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h R 14 p� 9VHDIV. Ae I.OT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MoDELo "2558-HAWTHORNE" GARAGE AWING: LEFT PAGE: DETAILS 150 MPH EXP. H y-1 1 5 CJ1 n I CJ3 = x CJ5 = EJ7 EJ7 = _ EJ7 = �_ 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM EJ7 = CHORD WITH 2 ROWS 10d NAILS STAGGERED 4" ON CENTER EJ7 I EJ7 I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 I I EJ7 EJ7 I I EJ7 f� EJ7 1A i� U .1 c3 EJ7 I CJ1 CJ3T 1 I— F I lb ° n n n x CJ5T I x n n EJ7T = EJ7T N RIDGE it I I K CJST it n It YNYCJ3T CJ1 u I I I I I I I IIIII u =1=_�__�_�_= ■ 4 ■ 10 It I I I.It . ji"ro'-paFs i 6 s 6 o 0 0 II N N LL N N 11 H N 11 N N N IWaI N N N N N N N N i°g�g i i i N II Y I n N x x „= S n n x n n RI GE N YY I W N N x N 11 n N 11 N N M II W 11 n It n >r It It E Np" N qpp"e n N q i Y d Y N Y "III tQ CJ3EiN 00N_55 NrR EJE�p0OfmwIL„pIf 1A CJ IL x 11 u q n 1 __.R II N Y }} Y N n � L-11 u ul N __II— 4 YNNiNi R II YYN N N NYY x N N 11 N N 1 11 11 II Y 11 11 II It 1 II It N Y n NYNIYYY II II N 11 N 11 M N A OI M Q g < a a a a ¢ a a a a a a a m m FRAMING PLAN SCALE: 1/4" = V-0" =�= EJ 1 1A : CJ5 II II u04== CJ3 N =.I x CJ1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hill 0A OR LGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST•CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. A It C N I T I C T= Grou inn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdeslgngroup.com AA 111: 0003325 h A 0. SXMDIV. AR LOT SILVERADO LOT #2 BLK #16 PROJMCT#t 03719.001-02161 MODEL: "2558-HAWTHORNE" GA CAGE BVfMG: LEFT PAGE: FRAMING PLAN 150 MPH E.W. B PRINT mm", DAM. 06/09/21 SCALE: 1/4"=1'-0" SKEET s3 {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }'NAILS TO TRUSS 12) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS OBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3}" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. W SECURED W/ 10d GALV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4% 6', 8" x 4'-a' MAY BE ADDED W/ 10d NAILS, 2 ROWS, T O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICAL TRUSS/ SCALE:3/4"=1'-a' GIRDER CONNECTOR(S) sm BALM BLOCK TH103 -88 4500 SIC WOOD PANEL6 0000 (2) 12' WOOD PANELS 60 (2) 12' WOOD PANELS BO 2x LUMBER ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 > 'NAILS TO GIRDER. PROVIDES' MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2z WOOD FASC -' SE SEE ARCHITECTURAL 2x SECURED W/ (3) i6d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6', 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A{1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS J' x 2 J' TO GIRDER 641) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SOS }" x W TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 5"TITEN HD TO CMU AND (18) SDS }'x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) B 2 2A 2r TYPICAL ROOF "' ""� GIRDER CONNECTOR(S) SCALE: # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d (l� EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT ICERNM COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 8@UES � O SEAMS) iFIKJOGB$ 0'-0" TO 30'-0" (1 )'7(" BRACE LSTA12-GAGE 2 20 GAUGE 4500 3/4" WOODANELS 30'A" TO 60'-0(3) W' BRACE SECURE 2x8 PT. PLATE KOIK W/ lA Ill HDG COMMON NAILS. EACH END TOTAL OF 10 B000 D PANELS B'-0- MAX (W/1 X4) (1) "X' BRACE CENTER TO BLK W/ 12" DIA. (2)'X BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' 60 D PANELS OR 10'-0" MAX (W12X4) FROM CENTER TO END. WASHER SET IN HIGH 90 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED, AT 32" OC 1.4 DIAGONAL MAX. LVL/IJOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG I -JOIST BACKER BLOCK BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER 5B" GYPSUM BOARD OR 12' HIGH il U D: MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED Wl STRENGTH CLG. BOARD 5 REQUIRED F- 0. (2) 10d. ®EACH TRUSS SECURE WOOT TO TOP PLATER. TO BE INSTALLED 10'-0" O,C. MAX. w/ (2)12d TOENAILS BTM. CHORD OF TT _ TT TT WOOD ROOF TRUSSES VLa DOUBLE TOP PLATE 2x4 OR 24 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP, WL. 80, SEE SHEET 81.1A FOR NAIL SIZE AND PATTERN r,_ -JOIST CONNECTION @ L.B.W. (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4°0 —HOLE EDGE >5/8" —HOLE DIAMETER <2/5°D SGL. STUD HOLE EDGE >5/9'01 HOLE DIAMETER < 3/5°D DBL STUD STUD NOTCHING AND BORING LIMITS 8 scALE: 1 12'=r-a' HTT4 W/ 5/8" AB. WITH MIN. T' EMBEDMENT LAI TO SLABS (18) 16tl x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a< d 4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-U' NOTE: AA — WHWHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 8 - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"SIMPSON TITEN BOLT/, -BOLT, 6' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G <2400LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER DATTACHMENT DETAIL SCALE: 3/4'-T-0" MAX„ OR 2X4 BTM. CHORD BRACING 10'-0' O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN INTERSECTIONTYP. BTM. CHORD BRACING 6 -- SEDGE CENTRAL SPACING SPACING SEE SEE � TM CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE Ax SEE LEDGER SCHEDULE W 5 12' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/JAOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD f LAP A MIN OF 4!4% 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY 00 CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE SOLTSIZE BEOGEBPACNG CBYINALSPACING A DOUBLE 2x8 12, 8" O/C 16, O/C 8 DOUBLE 2X8 3/4" 8" O/C 2*'O/C C DOUBLE 2X10 12" W O/C 16, O/C D DOUBLE 2X10 3/4" 8" O/C 24" 0/C E DOUBLE 2X10 3/4" S.O/C 16, O/C F DOUBLE 2X12 314" 6" O/C 12, O/C s WOOD LEDGER DETAIL SCALE:-I=1'-0' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" A R C N I T I C T S Grouo 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-77443078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 sv>Baly. Ae IAT: SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 m0DEL° "2558-HAWTHORNE" GARAGE SKIING: LEFT PAGE: DETAILS 150 MPH EXP. B FLOOR DECK _ 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 19-Y' SUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" SIMPSON CO H6 W/ (8)8tl COMMON NAILS 2� STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD DON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING \Y/� SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/7, HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SDALE:34„=,'-0 DBL PT 26 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY INTO LEDGER AND 10d OW O,C STAGGERED UPPER PLY INTO 2x6 BELOW W CMU WALL REINF PER PLAN PER ELEVATION OZ�. fSL1 0= O �$Sa P R ELEVATION C m 1X2 FIRE -STOP 1 NI #8 WOOD SCREWS 'M x 7' LONG 0 3" O.C.; j1111Ni' STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X_LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3ON EXTERIOR WALL SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DEL PT 2.6 BLK'NG BETWEEN TRUSSES W/ IDd 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2.6 x 7' LONG 0 3" O.C.; NI 2x4 BLOCKING a EA, BRACE. TOENAIL INTO TRUSS W/ (4) 18d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE 0 48' O.C. wl (5)12d 1'-4"MIN. FROM 2ND. FUR. FLOOR DECK nl IN NAILS 0 EA END LINE 2x6 CONT. W/ (8) l6d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT MI 8d RING SHANK NAILS 0 4" O.C. MAX 0 ST. OF FLOOR TRUSS 9 CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER PER PLAN END W/ MIN 5-1/T' EMBED. 16d NAILS 0 8" O.C. MAX 1X2 IRE -STOP PER ELEVATION FLOOR DEC If I �'4. PER ELEVATION PER ELEVATION 3 '�IIPATT" O NAtl.INO PATTERN h PER ELEVATION N � PER ELEVATION PER ELEVATION 24" PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD G PLAN) FRAMING PLAN) MASONRY NAILS 017 D.D. FLOOR TRUSSES (SEE FOR SEE SCHEDULE FOR SIMPSORUSS( REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RE BOND BEAM RED. BOND BEAM REQ.. (VERIFY EVERY TRUSS (VERIFY ,X2 FIRESTDP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL 37O.C. (VERIFYW/TRUSS USS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 6DALE:34"=,'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 7 O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSER STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATI N FOR STRAPPING 0 VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/7' HIGH W/ 1/7' DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d TRUSS TO TOP PLATE w/(2) rTOP WOOD POST TO STRENGTH EPDXY W MIN. GALV. NAILS. NAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 PIATE SCHEDULE SECURE GABLE TO2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FORPLATE W/ 12ds 8" O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O• SIMPSON SPH4 OR SPHB BTM 1/7' GYP. WL. SD. O' AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB Wl CONT. 20 SECURED W/ (2)10d's 0 EACH FILL ALL HOLES, DO NOT USE 10dx 3" 1/7'19' WEDGE ANCHOR W/ 7 WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0'O.C. MAX. EPDXY 5-i/7' EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=l'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ TRUSS TO POET CONNECTION990U SCALE: 314"=1'-0" - e a° . A - SIMPSON MTS-12 < SS W/ (14) tOd GALV. NAILS. -12U U990 • S B - SIMPSON HTS-20 U < 1310 LBS Wl (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'W"SIDS, (1) 5/8— A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SOS TO POST TRUSS CONNECTION L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4"=1'-0' A&S - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/6 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & 26 16tl x 2-1/2" NAILS TO POST. 6 Grouoibaw- 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 wwwabdesigngroup.com AA #: 0003325 A ausDm ds I.OT SILVERADO LOT #2 BLK #16 PIiOJMCT# 03719.001-02161 MODEIA "2558-HAWTHORNE" O/►R/►Offi 871IINO: LEFT PAOZ: DETAILS 150 MPH EXP. B FIBER l-A68 SHINGLES OVER W FELT PAPER ON I}' O.S.M. SHEATHING OR }' COX PLYWOOD SECURED PER NAILING SCHEDULE 14'-2' CLG. HGT. S'-4-4' TOM. _ _o STUCCO OVER FELT OVER PLYWOOD DBL STUD- ---IL/(2) SP4 JS'XIO' WEDGE —� ANCHOR • 32' O.C. (T MIN. EMBED.) (2) 2X12 HDR UWLITCH PLATE. ATTACHED W/(2) MSTA-24 • EA. SIDE PRE-ENG TRUSS(STRAP PER FRAMNG NOTES) MTL. DRIP EDGE 2x SUB -BAND � 14'-2' ENTRY SWI HGT VENTED ALUM. SOFFIT `— DOUBLE TOP PLATE j O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS-12 • 24' O.0 ENTRY DETAIL-ELEV. 'D' A SCALE : 1/2'" I'-0' 6 Grou i �n 41 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA M 0003326 atmDlLOT y a SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODEL: "2558-HAWTHORNE" GARAGE DWING: LEFT PAGE: ENTRY DETAILS 150 MPH ER. B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15M' STRUCTURAL SHEATHING EXP 1 (32J16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 23/8" 0.113 170,000 (1NG 6-20 RINGS Fi667 SCREW SHANK PER INCH) RSRS RSRS-01 8ol RING SHANK, PNEUMATIC 2 3/8" 0.113 F1687 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS P' O.C. TOP & BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL ZONE is 8ol NAILS ®4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: Sol NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN, N FIELD ZONE 3,3e, 3r: 8d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sol RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES ,. IL TYP. EXT li . RAFTER OR TRUSS ----- ROOF SHEATHING —. �� ti 9> — 7 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF � #B 7' DECK SCREWS 0 6"4" O.C. MAX 0 W EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF O SUB -FLOOR SHEATHING O ip TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBER ♦ ♦ .4 ♦ ... Al 1l.Jr�,J��f�r♦ 4T4 4�.� ♦ 'A I 'AV*V&VAV 'T 11A 0AVAV�l • • • ROOF WIND DESIGN PRESSURES NET AWp98) ASCE i-16 ZONEI�-21.3 ZONE3e a2.9 zONE 2F•a26 ZONE 3o=ae.s zaNEm=Ge.s zoNE x=6s.a e<SIC WFD SPEED I50 MPH RiE Ft G�TAGOM Y IIIXV: "B• APPLICABLE INTERNAL PRESSWECOE o NT..t-ol. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER —LICAnoN am: sPApNo REMARKS APPLIurroN sIg TYPE sPAgw REMARKS 14PTNRRINGTO CABElA0ENEOWIL S" OARlgE OOOP BDDI( 1/<"DNA TAPCON MASONRY 1V]•EMBED., C'END qSi., MABCMYRYIC'IrIC. IUIL 11?LONG. TO MABJNRYICONC, NO WASHER FASTENER 6„ 11YY ECOE qBT. 80D. AL Exi. OOp:9 CA9E INROEN®ML TOG NINOOWIWgU FA9TENEO OAPADE DOOR BUCK 316•pA OR 1T OIC (3,T OW A•EAfBFD.,CElU peT.. 1. PT. SEE NOTFB NML 11R•LCNG. STAGOEPW IN TO MABOMYpCr1C. TO MA80NRYK.g10 WA9�HER IXPANBION BDLT 29•pC (1?qN $•EDGE q6T. WINDOW SIGN cAeE HwceNEpcaL 9•qG YANDON,DOOPI FABTENEO METAL -TO CONTACT THIS ENGINEER FOR SPACING tx T, sfE NOTE6 NAk 1112'LONO. aTAGOE— INTOMAaONRYKONO MAsoNR l—C REQUIREMENTS OLT.6WING DOOR r4 x16TAA 'TPPOJN• AGOG 11?EMBED TEND NONdEN6NOW000 1/C EXPANSroN PEMBED YeD N•OG BUCK 2K Pf, 3Ef NOTES NOWA•JIFR F TNER gei.,llrYEWEg3T. WPlI TOCONG BAYS WIN/ LIEA BOLT pST., 3' EOOE q9T. 2K PT 4MNOOlN &ICI( 9.13a°PAFK21I6' TOIC VEND.., I11I' PT TO STEEL COL., eEE W/ WMSNER STAGGERED EDGE ­T NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURALAPPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. A R It x I T E C T 3 6 Group2 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA M: 0003326 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MkAMUM AGGREGATE SIZE SHALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRANANGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN C ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMfFRED 3M'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAGS-ONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 P51. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE s COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 9 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM _ORROSORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 781 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AlO641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A44&M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND IN PLACED ACCORDANCE C DESIGN LOADS: W/THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AN SPECIFICATIONS. DNTDESIGN, FABRICATE, AND ERECT WOOD TRUSSES "DESIGN NATIONAL ACCORDANCE WITH TW, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL A STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' O ROOF: LIVE LOAD FLOOR: LIVE LOAD 10 psf TICAL BARS SHALLLAP 6 X BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non<on—rrt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #6 BAR - 38' WOOD TRUSSES. 10 psf BTM CHORD-nonconcurrent - 30" #7 BAR - 47 #5 BAR 30 of PROVIDE 36' X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 Pd BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. p WIND: DEAD LOAD SPEED MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUT$ PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING EXPOSURE B, RISK CATEGORY 11) (ASCE 020) S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pfif, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE Pm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO, UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH W WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT, COURSE COURSE AGGREGATE, AND SHALL BEE W/ PLACED A SLUMP OF e" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95-A OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURALSTEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38IA36M F - 36 kw FOR ANGLES PLATES AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM Y A500l. GRADE B, Fy = 46 STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, fy = PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE NksiS 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. TUBE 3,000 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE-NUr LEVELING. ALL CONTRACTOR SHALLSUBMIT PROPOSED WX DESOa,WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'44-PRIOR TOTHE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CW94MOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE ISBIITCHEO. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE LUX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 99 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OYNNEFrS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSr B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR NSAND WKLER Y FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER YC FOR SINS, WALLS AND JOISTS 1.1/2° FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS aUDDIV. ae LJOT SILVERADO LOT #2 BLK #16 PROJECT# 03719.001-02161 MODELA "2558-HAWTHORNS" GARAGE 91►MG: LEFT PAGE: DETAILS 150 MPH E . B CA aFIEET sN1 1 a Ab © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED c THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA­/J-CHP DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.G. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: DETAIL D J-CHANNEL FASCIA r FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO O(7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 .,STAPLES INSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. OFFIT 1D J-CHANNEL 3D 7O STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q3 J-CHANNEL }" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'L'-a L--SPAN 'L- SEE DETAIL WA SEE DETAIL'E'--o' ' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE;ivi CMU OR WOODAlik (NOTE:1) OFFIT IF SEE DETAIL'D' SEE DETAII'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSSMOI �BY OTHER 2-1/4" EMB. X2 WOOD BATTEN NELQ9 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO ( STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL }" I DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE !:MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 EAVE WIDTH > ••. 375 .375 (ROOF # .4.9 3.625 3.625 66 OVERHANG) 5 FOB .03 12 `CONCRETE; jai_ OA CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T! 6 T 8 6 Grou�� +T LONOWOOD, FL32780 �•V PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 arum; -w;- a