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HomeMy WebLinkAbout7163 Steer Blade Dr2558-HAWTHORNE99 FOR:WITH ® B R, HOR110N 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1-. (813) 740-9720 Fax: (813) 740-9715 WORD 3HA►-1- GC�N1P C4DE PREVAILING A 61 r �L(}R1Dp 6L11_2 VVDw' JATIUNAL SLE pHYRVAILLS AND THE GIV OF ORDINANCES 0 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: 1 DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - HiMMM CDDL, RLSIDEMU, TM LDE= (M) -AIL IACAL AND STATL COILS 'OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MN. DMRIOR FINISH - CLASS B -BASIC RIND SPEED - Vult=ISO MPH Vasd-116 MPH -EXPOSURE - B :EXPOSURE RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADI. ADJUSTABLE ALT. ALTERNATE BD BOARD GE CL CENTERLINE CAB. CABINET CLR CLEAR CONC. CONCRETE cPr. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D6. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH E" EQUAL mu EXHAUST EXT. EXTERIOR F.G./FX. FI EDGIASS F.O. FUEL GAS FIN. FINISH FLUOR FLOOOORRFscENT I&DR. FRENCHING GAR. DISP. GARRBBAGEDISPOSAL G.F.I. GROUND.FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE DEB H.C. HOLLOW CORE HDR, HEADER HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV LAVATORY LUM LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MT. ME THRESHOLD MEG. METAL N..TF s. METAL TKO 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 RAG. RETURN AIR GRILL REP. RM ROOM R.O. ROUGH OPENING S.C. SOLD S.D. SMOKE DETECTOR sHT. s�T HUNG sHrim SHEATHING SHWR. SHOWER Sim. SIMILAR SL. SLIDING STD,L. SLIDING GLASS sw STANDARD WADLL TH74P. SECTION TEMPERED ASs CK T.O.C. OPOOFcum T.O.P. TOPOFPLATE T.O.S. TOP DFZLAB U.N. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VP. VAPORPROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION --- -- ADDED 1�-� �a ARCHITECTURAL SHEET # DESCRIPTION 07/25/19 ADDED STONE CAP NOTE TO FRONT ELEVATION PG CI -COVER SHEET PG CN-GENERAL NOTES PG AI-FIAOR PLAN PG A2B-ELEVATIONS "B` FRONT s REAR PG ASB-ELEVATIONS "H` LEFT h RIGHT PG ES -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI -MECHANICAL PLAN PG Di-DETAIS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WAIL ASSEMBLY DETAILS PO PG WAS -WALL ASSEMBLY DETAIS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAI DETAILS PG WAG -WAIL ASSEMBLY DETAILS 09/EB/I9 ADDED OrnONAL PENDENT LORNNO AT ENCtt<N 10/14/19 UPDATED LID LNNBTB PER D.R.HORIOl1 10/80/19 UPDATED LED DSPAR, BUr� PER D.RRORTON Ol/80/SO ADDED BOBP90N CONNL'CfORB I.40. U8P 11/18/80 WADE REDLd1t CHANGES TROY ENO. FOR BORO CODE CHANGE 11/18/20 WAITING ON RNGINER APPROVAL FOR DETAIL UPDATES Ot/08/111 SWATHED XHSTS FOR THE MO FBC STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 (1 �. p CAWS S .F A. OAfW S LiViNG 29w SQ. RT. GARlYAE en W. PT. ENTRY 51 8a FT, COVERED LANAI 200 80' FT' TOTAL 3A" GCi FT. STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG 91.IA-D1:TAII3 PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG S2.lA-DETAILS PG 92.1B-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION 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 P.P.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRr TEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GlrrfnwENERATED FOR UNCLEAR ASPECTS OF THE gyp? q A B 9 R I T I C T I GrDui�n 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-7748078 FAX, 407.7744078 wwwsbdesigngroup.00m AA B: 0003325 atmD:v. aE ILo1`. SILVERADO LOT #11 BLK. #14 PIR:OJIiQC 03719.0R-11141 MODliCU °2558-HAWTHORNE" GA MAGs 8WING: RIGHT PAGIC; COVER SHEET 150 MPH A. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Rh 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 AND/OR FABRICATION OF THE WORK. SRT2 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 01557-2012 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 ARCHITECT/ENGINEER. 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 2. 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 AMA) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 518 -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 %4NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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 AMERICANINSTITUTE OFTIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. 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 ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PL181BIIK; 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 % 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. I. 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 C ONERMGS 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 FU400 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �V 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-Cl063-19a & ASTMCl787. 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 ill' GYPSUM BOARD. R302.7. EXTERIOR COLOW 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 117 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 AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS 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) 71h EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 6 Gr06 i In i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77448078 FAX: 407-7744078 www.abdaslgngroup.00m AA N: 0003325 :9TJm Se LOT. SILVERADO LOT #11 PI 01BLK, #14 MCTO 03719.000-11141 MODS "2558-HAWTHORNE" GAT:AGE 8WING: RIGHT PAGE: GENERAL NOTES 150 MPH EV. B DA: 1/26/21 8CALIO: 1/4"=1'-O" OBPEEW lik GN °I/tttttM/!01'11ttt/ttttll'0 nittl!o 0'11/19tt1'° °Iltttttttt/Ytt°It/ttlitttttt0°Iltttttttttttt,00111101'oil atWE'-2' � -- `a o STEEL PIPE BOLLARP L_ BEDROOM � 0 � i� 0110i10 BARREL CL& ICAR GARAGE -� FROM - W-1111, 0'Ittt/tl!°IlttNtttii/li°t/t/tt/tttitl°ilttttt/Iltl,- lomTO I' BARREL CL& 1, �o 0 � ���� ofttttttt'01!t/tttl'Oltt!!/ttl'0!lttttFo \� nllttttl0 � 0!tY�!o i - = � T_olttttttt011litttti�011ttt/t,i0rtuttli �.JL_._r FLAT H0.R o ` IN ^ 5173 __ APP _ o �. � M'W � s r , ._ _ 011/tttl0 010ttttttttttl'�Ittttttttttttl0ltt/tttt//t!t/1i011tttt/tttttttl011t1i0� Oil/tttlli���t��1;01tt/����lllt��1'011ttttt/ttttttii0ltlltttttt/tO1.0llttttttllo 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 SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID ORHONIEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DPlN&IDi6 ARC FROM FACE OF T V CLOCK WALL GE (OR EDOF FLOOR SLAG) TO FACE OF WALL «TUO UNo. ALL INTERIOR WALL6 ARC DIP UNO. • ORYER VENTEO THROUGH ROOF (VTRJ, NOT 6C EEMP - AIR COI•PIQG$OR SET ON 44'X44' FOLDED CONC, PAD. PAD OWING 6' FROM EDGE OF STRUC' UML - SCE SHEET GN FOR MINERAL AND STANDARD BUILDING NOTES. - ALL HACITACLC ROOMS TO HAVE ARC FAULT ORLLIT NTCRRIPTCR - ALL FULL HEIGHT CLOCK 11101.1 6 CCTUM N FILLLD CELLS WITHOUT OPCNNG6 ARE IMAM 1114LL& RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-V4' LOW WALL 2'X6' STUDS •w'o_ W/ 1/2' DRYWALL SQ.FT. CAM'S LIVING 2}3l SGL FT. GARK�E 611 SQ. FT. ENTRY 51 8Q. FT. COVERED LANAI 200 SQ. FT. TOTAL 3AM SQ FT. EXTERIOR MASONRY WALL BRG. HEWS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xI2'SQUARE LATIOWTE BY HYDRO BAN. RA. SHALL BE 145' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' AFF. U.N.O. wawc.°mwmDc° °R711°Ma°ewDUll" MDm�E W WINE f/MHw°oA IWINIIIII MIX. L940M 9 5 243/-325 CRITERIA EXTERIOR SWING 24 5 22.W-28D DR MIN CRITERIA SAD. MIN 16 5 20.1/45.4 CRITERIA 60T0 O.IID. e6 b 21b/41.1 16010 OAXX 112 b 20b/-24.1 BASIC HIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEF710ENT - t 0.18 BLDG. CAT.-H, EXP.-B, MEAN ROOF HT. 14'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP ?S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT ITCH@4 -MBAR REINFORCING KI C Q 4 BRACKETS AS BASE CASMET .a = NECE88ARY. m� 2 ATYP. CABINET SECTION SCALE: NTS A C N 1 T/ C T/ 6 Gk i{ n 41 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 av13DM &c LOOT' SILVERADO LOT #11 BLK. #14 PROJECT 03719.00 -11141 MODEZA x2558-HAIITHORNE" GARAGE /WINO: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B 20'-2' BLDG. I-GT. RAISED STUCCO BAND (TTP)� W-4' BRa. HGT.,o e IS'X12' DECO SHUTTERS FOAM CAP I� 0'-0' FIN. FLR I - STONE VENEER AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674/300 - 12.25 VENTILATION AREA X SO, 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. PERVENT 881.76 /115 TOTAL#OF VENTS REQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 NEAL FOOT = 881.76 /11.736 TOTALLINEALFTOF SOFFITVENTING REQUIRED = 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) ■'■■ IEEE ■■_ ' ill =■ ■■ ■ ■ ■L ■ ■ FRONT ELEVATION SCALE. 1/4' . P-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS S I� OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE. 1/4' . I'-0' TEXTURED FINISH r 1.-0. SHINGLE ROOF RAISED STUCCO BAND (TYP) FOAM CAP ..-.,�9'� 4' BRG. HGT. ' ,-------------- 5 Z,--------�\) I I 1 5' RAISED SIDE STUB a LITE (TTP) I I I i I I I I I � I I 1 i I 1 I I I I I I I I I `------------------- ENTRY DETAIL A SCALE: 1/2' • P-0' BAND DTL. B BCALE, 1/2' . 1'-0' BAND DTL. D SCALE: IR' • I'-0' BAND DTL. C SCALE: 1/2' . I' lei BAND DTL. E SCALE: 1/2' . P-0' ARC x I T E C T i 6 Grou i n c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 FM: 407-774.6078 FAX 407-7744078 www.abdesigngrouP•wm AA N: 0003325 amm, SUDDiv ac LOr SILVERADO LOT #11 BLK. #14 PROJmCT 03719.0(M-11141 ]Il[ODZz "2558—HAWTHORNE" GAI%AGZ SWING: RIGHT PAGIC: FRONT & REAR ELEVATIONS ,: B„ 150 MPH EXP. B 4' OFF -RIDGE VENT 0 0_ to ------------------------------------ LEFT ELEVATION SCALE. 1/4' • 1'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS I OFF -RIDGE VENT s OFF-RI�T OFF T OFF -RIDGE VENT FOAM CAP STONE VENEER �S OFF -RIDGE VENTW-4' BFPr.. HGT. 9'-4' 5RG. HGT. FOAM CAP m. to FIN. FLR. 0'-0' IN. FLR. 16-ME STONE VENEER RIGHT ELEVATION SCALE. 1/4' I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OMM A 1 9 N I T I C T i Grou inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774�4078 www.abdeslgngroup.com AA M 0003325 A sUDDIV. Aa LOT SILVERADO LOT #11 BLK #14 PROJECT# 03719.000-11141 MODEIs °2558—HAWTHORW GARAGE 9WING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „Brr 150 H B ELECTRICAL LEGEND SYM. DESCRIPTION dT STANDARD SWITCH ---- y` -WAY SWITCH -WAY SWITCH IMMIER SWITCH H9 BUTTON W3;LE RECEPTACLE (125V/20-AMP INGLE POLE) =0 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EOWPPED =0 wTw GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IOVV DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) XTERIOR WATERPROOF/GFI 42t- CEPTACLE (GROUND FAULT TERLIPTER) VV OUADPLEX RECEPTACLE ® IVV DUPLEX RECEPTACLE (FLOOR ) 21VV RECEPTACLE (4 WIRE CTOR) -Q EDICATED RECEPTACLE L MOUNTED LIGHT ILING MOUNTED LIGHT ANT LIGHT OOD LnHT FAN WITH LKAFIT (1 CRI PER SO, FT.) m BULB LIGHT FIXTURE 29&B BULB LIGHT FIXTURE aQQ2m2Q BULB LIGHT FIXTURE v IT 'TRACK LKAHTING TTIC LIGHT WITH PULL CHAIN R CABINET LKAHT ® 'x4' FLUORESCENT LIGHT (RECESSED) 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT L*HT (RECESSED) r---------------- W.LC, I I I I I I I F'RE-WIRED I � �� I CLG.FAN I -r� BEDROOM I Y L-------- ---J ` ry�y \I 7—k1ollim Frl COVERED LANAI II II II n II v\ I I II GREAT ROOM PRE -WIRED 11 �\ CLG.FAN \ I 1 ` WIP LSFI GLG. FAN BEDROOM 2 MR I �' LAUNDRY 4c9l T 1 \i METER FIELD VERIFY IRRIGATION TIMER CFI CL�G. I• OUTLET 44'AFF. 1 1 r—� L I MAR ' i I GARAGE ' �I• LIGHT 1 i 44'AFF. SWITCH IN ATTIC T GPI CLG. OUTLET /. GPI• 44'AFF. ' PRE -WIRED FOR COACH LIGHT PRE -WIRED CHIMER - FOR COACH LIGHT ��,( ,- � POYER -'--© I I I II I I WI° I IM�ES _ _ _ I O FIECES6 LIGHT • CESS LKAHT ( VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX 4 B I Syr• :� I , `• - L Q�� O� OPT. PAN ®ROOM4rllll, GTRICAL PANEL (FIELD VEATION) FT 1� -BOX (WALL MOUNTED)TION)�—----CLG.FAN m -BOX (CEILING MOUNTED) LE PRE-WIREDPAN CLG.FANB®ROOM3 (LING MOUNTED PAN , / I0 FAN (I a" PER SO. FT-) N JACK DETECTOR (WALL MOUNTED) 20 AMP Q ISMOKE DETECTOR (CEILING MOUNTED) DEDICATED N JACK -E SB PORT LOCATION s PH" OUTERTS-4711AW TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FDCR -Ith EDITION (2020) 1 NEC 210.12 2011 EDJIIG!I. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 0 ISLAND (NOT ON KITCHEN GIRCUII) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 POOR IEh EDITION (2®20) • 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 FBCR l3h ED • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -ITI.1 ED (2020). • ALL LA14PS &WALL BE BFLFCTFD MY Mll nFIR I @° I I I I � I I 1 I I l J LED LIGHTING @ DOUBLE LAV. BATH I I I I E I TIE 1 l IIF 1 LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. BATH 2 BATH 3 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE SD2 HOUSE PUN: 1 2M5 IMML 2045 SCLFT.GENERALUGHTINGKSVA.PERSQ.FT. 6 2 20AMPAPPUANCECIRCUn AT1SWVAEA. 3, 1 LMUNDRYCIRCUITAT L I RANGEAT NAME PLATE RATING OR COOKTOP OVEN >y I WATER HEATER q 1 DISHWASHER y2 1 CLOTHES DRYER ; I DISPOSAL 1 MICROWAVE L 1 IREF. 12 SUSTOTALOF GENERAL LOAD FIRSTWKVAOFGENERALLOADAT 700% 1 REMMNDEROF GENERAL LOAD ATID% 26535 VAA E4 1061 TOTAL NET— NERALLOAD 624 (TON HFAT PUMPK 2BAW K 24D VA 674 W WELECTRICHEATAT65N 6 NETGENEKALIDAD 2Q614 NET TDTALHEAT 131 TOTAL LOAD 33 FUTUREGROV/TH 10% 3363. CALCULATED LOAD FOR SERVICE 37,217VA/ 240 V= 135 AMP Z00 AMP SERVICE REQUIRED aCTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 21012 REQUIREMENTS. N€UTRALCALLULATION: UGHTING, APPUANCE, LAUNDRYUOADS: 14,233 VA 300D VA @ 1OJ06, REMAINDER @ 3M NETLOAD 6,949 VA RANGE: 12,ODD@70K 8, VA DINER: %OOD970% 3,500VA TOTAL 19" VA NE UTRAL ANIPACITY: 18,489/240= 7B A N2 AL MINIMUM NEUTRAL CONDUCTOR, ELECTRICAL PLAN SCALE: 1/4' . I'-0' PROVIDE PROVIDE (CONDUIT • 200 AMP ELECTRICAL RISER NOT TO SCALE. AELECTRICAL MAMMALS AMC) NSTALLATIONS SHALL COMPLY UTH ELECTRICAL PROVISIONS OF M COMBNATION SERVICE OWCONNECT 20D .AI'IP GOR10 VOLT 1 PItAS[ TIM tEM TTY EDITION (20=4. LOCH- CODES, AND SWATCH AND ELECTRIC SILO PANE. ALL LOCAL IMER CCIMPANY REORRE-21 ITS. METER N NOMA Q ALL CONDUCTORS SHALL I E TYPE THHNfn4M 2O0 B!! ENCLOGLI E UNLESS NOTED OTIlRIUISE. POUER Cq'1PANY TRANBFO R TELEPlICP\ maim mG°I/CE EODIFMBIT C.AELE SE IARLANCE 6filmvlw STTEI°SYSTEM BOWM TERMINAL AT GRADET LC U VIOLTAGE C42OWTIONS PRONOE 200 AMP. "440 VOLT, I PU4ASE 1 -4 CU SERVICE 41•CLND SECONDARY ELECTRICAL SERVICE. PROVIDE A COMICCTED TO CONCRETE 2/0 COPPER (CW N 2" DIA 6C1ED4.E N PVC ENCASED FOOTER STEEL PER COLOUR OR PROVIDE S -410 ALAM1,411M (AL) N 2" DIA SCHEDULE N PVC CONDUIT UB.ESIt ELECTRICAL PROVISIONS OF FSGR TTu enlTlaN r0N3e) aE tv= IS PROVIDED BY THE ELECTRIC COMPANY. COMWNATE •2TI( THE ELECTRIC S/1•' DIA X • A LONri COPPER COMPANY PRIOR TO BID. CLAD 61e0UND EOD AAtli I T L 6 T Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.aom AA B: 0003325 44 A BLTIODIV. ae Lwo SILVERADO LOT #11 BLK. #14 PIOJMTO 03719.000-11141 MODEI.E N2558-HAIITHORNE" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 MP XP. B 25'-2' 2'-8' 3'--l' 4'-5' '-S I/2' 14'-8 1/2' HB _ ' aWe O i--------------- i I I I• I n o I I I I I I I i I m I I I I I I I f I � I m I r I I I I �---------------� \� C ( I I I I —J - I uu I �o I i I I I I I II I n I I I I I I I I I I I I I i I I I I I I I I I 1 I I I I i i I I I I I [Ell Ell Ell 12'-II' -- 15'-3' 2' VTR _ ------ WW1 TO VENT • • m OINKI 2' VTR I I/t• 2 � I > I 1 2• e I I ILAI LAV. I I I 3' N 1 y. LAVI 'y f l o- 3' 3. SHWR I I ------ Q p ------ BHWI� WASHER 13 Ell 3 T� HB = TO MAIN PRE-PLum — L.T. PLUMBING PLAN SCALE: 1/4• . 1'-0' PLUMBING RISER NOTE. ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. A R C N I T R C T 8 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32150 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 Pi 0 6 A nuumv. as wlill SILVERADO LOT #11 BLK. #14 PROJECT 03719.0 0-11141 uoas>u "2558-HAWTTHORNE" GARAGE 8VWC: RIGHT PAOffi: PLUMBING PLAN 150 MPH AV. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT 614ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAD s MASTIC. AND INSTALLED AS PER PBC NTH EDITION (2020) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL DI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEURR VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC TTH EDITION (MO) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERB, SPAS AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED IN ACCORDANCE WITH FDC 1TH 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. % ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC NTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DI POSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TNRU AIR GRILL SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL '-� FITTING OR EXTENSION TO SOIL OR WASTE AS REWIRED WADE 6240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.VJC OPTIAMC FLOOR SLAB CLEAN -OUT (TYPN) COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING L-`44L:i4WR FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED g,EXXTI. GROUND CLEAN -OUT TYPE SECURE STRAP TO CONC. W/ l2)-3/I6'X2' TAPCONS UDNIETR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #BXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE ATTIC NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS a I -_ EXTERIOR WALL — - - - PLENUM T y AIR RETURN RUC00 TION AND LIQUID AIR SUPPLY y REFRIGERANT LINES 6Xw y 9' AIR HANDLER EXTERIOR WALL I I O y 3/4' PVC CONDENSATE DRAIN LINE BEDROOM 4 I s7 BEDROOM 3 EVAP. 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 - - - - - PBCR 'ITN EDITION (2020) MECHANICAL DLDG. CODE Ef SECTION 301.2.4 HVAC DRAINS MECHANICAL PLAN SCALE, 1/4' . I'-0' A R C N I T II C T 8 6 Gr u�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAK 407-7744078 www.abdosigngroup.com AA *: 0003325 0 q mm F'stysDm ag LOT SILVERADO LOT #11 BLK. #14 PIROJECTCI 03719.000-11141 MODEU "2558-HAITHORNE" GARAGE 8WMQ: RIGHT PAGE: MECHANICAL PLAN 150 H B PRINT DATE: 1/28/21 8CALs 1/4"=1'-0" DISEET M1 2X4 TOP PLATE �g_�_ ps$PLAN v PRE -FAD TIiIJ88 H' THICI(i COAT 00 G GRAD cmm 1/2' CLG. BOARD A = smicl t FM 0lpwTLT TO RLAP01�'1Ct1T MASOMW 2.6 F.T. aD NOTE: STUDS IN 5' DIA. SLEEVE, ATTAC 1D TO ►" ML'rAN PARTITIONS SUPPORTING DO NOT CUT APF"WAL Rm Ia' DRYWALL WALL HUNG PLUMBING REBAR row+ GRALANT FIXTURES AND WALL PIPE eA 16 CABINETS SHALL BE NOT u� MdLDNOALL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT p ALav�rowerAw 000MMrAPM SPACED NOT MORE SOLID GROUT THE BOND ��eTgL TwAv wm. cm SECURE BT. 2X4 WOOD STUDS 024' THAN I6' O.G. OR NOT W/ (1)- B _ BEAM ursroFna PLATE TO SLAB W/ Wd MASONRY or_LESS THAN 2x6, WHERE (2) COURSE __ BARS oa.v, neGL R+n GALm neAac OyGwlAt Dom NFL • 3r oa SPACED NOT MODE .`:, :_.;'-: sY ILYl•. �T�aleAcxeTG GY on+oo THAN 24' OC. coon i--COW—GLAD lw � FIN. FLR Y � ' I I OTYP. INT. WALL (NON—BRG.) D' SCALE: 3/4'.I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF 8HEATHING THICKNES8 AS PER SHEET ONI. 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 ®'-0' FIN. FLRi TYP. O.H. 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.1'-0' 5/v GYPSUM dI OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES IRENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRNG— STRIPS • 24' Or — III, CMU 1/2' GYP. ILL. 010 - WOOD BASE — 4 e. G n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHF-AT14MG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FM. FLR a /1 TYP. WALL SECTION " NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR 4 1—STORY HIP BLOCK WALL 4.1�2, A (2)) LAYER UNDERLAYMENT 1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNOERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES — WITH UNDERLAYMENT AS PER FBCM 905.U. ROOF SHEATHING THICKNESS AS PER SWEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET 8NI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY s GARAGE DOOR JAMBS D7 SCALE: 11/2'"1'-0' 2X4 SPF 24' O.C. MAX WITH UNDERLAYMEN ES SECURE W/ (2) 12d NAILS A8 PER FDCR 905.1.1. • EA. END ROOF SHEATHING 2x BLOCKNG BETWEEN TRUSSES WEETTWICKE88 A8 PER S PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRKaHT8 PER STRUCTURAL DETAILS MTL. DRIP EDGE AX PRE-ENG WD. TR188 9 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHNG SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SWEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRJ88 WEEP 80MED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2 P.T. FURRING STRIPS • 24' O.C. IR' GYP. WL. W. ' CMU WOOD BASE Lul_ 0'-0' FIN. FLR a. a. ti < e y 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0' ARCNITl6TS 5 Grou i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 wwwabda Wgngroup.com AA #: 0003325 ■ A I1 aVHDIV. Sc LOT: SILVERADO LOT #11 BLK. #14 PROJECT* 03719.000-11141 1N[ODEL: "2558—HAWTHORNE" GARAGE aTludG: RIGHT PAGE: DETAILS 150 MPH B Im 2XA P.T. • CENTER OF DOOR HEADER SECURED W/ (1) VJ' X V J-DOLT W/ 4• MN EMBEDMENT W/ 2' X 2' X I(6 WASHER 4 NUT OR F X V ANC40R BOLT6 UV 2' X2'XVG,'WAGER 4 NUT 0 SELTUE 2x4 CN RAT TO ELK m W MAaQIRY NAU.& 2xi t3AIRAGE DOOR d1C.K DCQ)RED UV (61 N• X V J•BOLT OR ANCHOR No DOLTS, WV 4' MN E'BEDMIElT, W/ 2' X 2' X VG,' WASMER 4 NOT. lU UT14N 8' OF TOP, lU WITWN V OF THE BTM, (3)EVENLY *PACED. so m I R IN go - m NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MA\WACT1RER'S INSTALLATION INSTRUCTIONS WHERE AUCW INSTIWGTIOM46 AM MORE iTRIN,ENT GARAGE DOOR 1 BUCK ATTACHMENT en.r. vr.r-• 2X4, US SECURE TO BLOCK W/ 3/16' TAPCON6 MN GNAW SIZE J46 MIN. HEAD SIZE 1300 MN EMBEDMENT 1 V41) WITHIN V OF EACH END 4 *'Or- MAX SPACING. 2X4, ED SECURE TO BLOCK U113/16' TAPCONS (MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1,147 WITHIN V OF EACH END 4 W O.G. MAX 6PACNG. 2X4. IO SECURE TO BLOCK W/ 1/4• TAPCONS (MIN. SWANK SIZE 146 MN HEAD SIZE JIM MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 IS' = MAX SPACING. 2)6. m 2Xi, m 2X6, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WVf213/16' TAPCONS WK2) 3/I6' TAPCCNS W/(2) V4' TAPCONS (MN MN SWANK SIZE J45 MN SWANK. SIZE J46 SWANK SIZE J46 MN MN HEAD 81ZE 300 MN HEAD SIZE 3O0 HEAD SIZE 300 MN V CI'IJ MN EMBEDMENT 1114') MN EMBEDMENT 1 1/4') EMBEDMENT 1 V4•) WITWN V OF EAC14 END 6' cm WITWN V OF EACH END A' CM WITWN 6. OF EACH END V2' DRYWALL 4 W OG. MAX 6PACN6. 4 10' Or- MAX SPACN6. 4 W O+C. MAX SPACING. V CMU Ito P.T. T 6/4'X4' MN I/2' DRYYVW.L V2' DRYUt4LL V1• DRYWALL 6ECUE TWRJ FRAME 4 a 1'X4• 2X6, ® SEC, f>p 2X0, fi a EMEND 3/1 INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' SECURE t0 BLOCK P.T. BLOCK W/ 9/Y,' WK2) 3/K' TAPCON6 P.T. NAILER WK2) 3/16' TAPCG46 P.T. NAILER WK2) V4' TAPCONS P.T. NAILER TAPCONG DOOR CASING (MN 6FMNK SIZE 40 1/I6, OAS. X 4' MN MN SHANK 61ZE Joe DOOR CASE MN 6WANK 615E J46 MN SWANK SIZE .W6 MN HEAD 612E 300 MN HEAD SIZE 300 MN 14EAD 612E 300 1/I6' CAD. X 4' MN MN MEAD SIZE 300 MN EMBEDMN64T I V4') DOOR CASING MN EMBEDMZER 1 1/4') MN EMBCDMEN'T I V4') MN EMBEDMENT 1.1/4' WITMN V OF EACH END WITHIN S' OF EACH END UTMIN V OF EACH END DOOR CASING WM4N V OF EACH END DOOR JAMB OR WINDOW 4 W = MAX 4 IS- OG. MAX 4 W OG. MAX DOOR JAMB OR WINDOW 4 10' OC. MAX SPACING DOOR JAMS OR WINDOW WAIll ATTACH TO 7X PER BPAGA4Qr. DOOR JAMB OR WINDOW .4,CR4G. M~AClUlES DETAIL& ATTACH TO ZX PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANJPACTURE6 DETAILS. ATTACH T E PER MANIracTU lNEe DETAIL& NOTE, SWIM AG, NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" r11ILNDOR TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK UV 3/16' TAIRO" MN SWAM SIZE J46 MN HEAD 012E 300 MN E1BEOME4T 1 1/49 WITWN V OF EACH END 4 W OUC. MAX SPACING. 2X6, m eECUE to BLOCK IUK2) 3/I6• TAPGON6 MN SWANK SIZE J46 MN MEAD SIZE 300 MN EMBEDMENT4') V CHU WITHIN V OEND 4 W O.G. MNG. 1*' ORYWALL 2XM ® I'X4' SECURE TO P.T. NAILER WK2) W16' TARO" MN SWAN46MN DOOR CASING HEAD 0 MN EMBEV4•)UT14N ►'OEND 4 I/' Of M SPACM DOOR JAMIS OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE: 614 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" r,\, OII TO BLACK +1 1/2" a NOTE. SWIM AS NEEDED TO PLUMB JAM IS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" nRINDOR TO BLACK +1 WIG" 2X4, m SECURE TO BLOCK UV 3A6' TAPCONS MN GNAW SIZE JO MN HEAD SIZE JIM MN EMBEDMENT 1 1,149 WITHIN 6' OP EACH END 4 IS, OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNRGUGM NON-6TRUCTURAL U11(2) 3/16' TAPCON6 3M'' TAPCON MN I-V4' (MN SWANK SIZE AD EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 6' CM 4 IS' O= MAX 6PACING. IA' DRYWALL 2XNM ❑ ascm TO BLOCK I'X4• WK2) SMr• TAPCON6 P.T. WIRIER MN SWANK SIZE J46 DOOR CAGING MN HEAD SIZE J00 MN E•BRDMRNT I V4') WITWN V OF EACH END 4 0' OG. MAX 6PAGNG, DOOR JAMB OR wNDON ATTAC44 TO 2X PER MANUFACTUE& DETAIL& NOTE, 614I1 AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +2 1/4" r1111ND01► TO BLACK +2 1/4" u NOTE, SHIM AS NEEDED TO PLM76 JAMS (DO HOT EXCEED 1/4•) DOOR JAMB TO BLACK +3" r.'\M DON TO BLOCK 43* 2)(4, ME SECURE TO BLOCK all W16" I'APGON6 MN 614AW 812E J45 MN MEAD SIZE JIM MN EMbEEOP-ENT 11,149 WITHIN V OP EACH END 4 16' O.C. MAX SPACNG. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK TIROUN4 NON-6TRUCTURAL W/(2) SAS• TAPCONS 3/ V TAPCON MN 1-1/4' MN SWANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD 61ZE JOO MN E'BEDI'BdT I V4') WIT11N V OF EACH END V cm 4 W of MAX SPAON& — 1/2' DRYWALL 2XS, t>p PX4• SEGUE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 DOOR CASING, (MIN. SWANK SIZE J46 MN MEAD SIZE 300 MN EN6HDMANT 1 1/4') WITWIN S• OF BAC14 END MEMBER WK2U2d WITHIN 6 7ND 2X SECURE TO STRUCTURAL ' OP EAG4 END 4 i' TO V O.O. MAX DOOR JAMB TO BLACK +3" 1*rMlnnv Tn RTZW.W in' NOTE. SHIN AG, NEEDED TO PLUMB JAMB (DO NDT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/16" /;.11IIND01► TO BLACK +3 7/I6" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONS MN SWANK SIZE J45 MN MEAD 012E 300 MN EMBEDMENT 1 V4') WIT14N V OF EAC4 :EN 4 O.G. MAX S F 1: 2X6, m SEGUE TO BLOCK WK2)V4• TAPCON6 (MN 6WANK SIZE 146 MN HEAD. SIZE Jm0 MN IMBRONENT 1 V4') WITHIN V OF EACH END 4 W Or -MAX SPACING. 2X0, t 6ECURE To BLOCK WK2) V4• TAPCON6 MN 6waK 60E Ja MN MEAD 61ZB 3100 MN EMBEDMENT 1 V4•) UT14N V OF EACH END 4 W Or- MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED UGH TWRONON-6TRJCTURAL 3A6' TAPCON MN 1.1/4' EMBEDMENT INTO BLOCK LJ 6• CMU 14' DRYWALL IX4 P.T. NAILER M RT.X4'MN DOOR CCASING; S DOOR JAMOR WINDOW ATTACH TO 2X PER MANU'ACTU BO DETAILS, NOTE. SHIM AG, NEEDED TO FLU'M15 JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3 3/4" n1/1NDOlf BLOCK +3 3/4" a A R C R 1 T R C T 8 6 Gro 0n 141 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-1744078 www.abdosigngroup.com AA A: 0003325 munDm Ae LOT: SILVERADO LOT #11 BLK #14 PROMCTO 03719.000-11141 MODLRL: "2558—HAWTHORNE" OARAOE >sl►ING: RIGHT PADS: DETAILS 150 MPH PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149SA SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31./2023. 32W2.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR W31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 3S353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-116 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239S5.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU OCT. DOORS V-8" SWINGING EXT. DOORw/SIDEUTE 2020 FBCR 12/31/2021 239565 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 1075M OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-118 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 104774R8 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-116 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS LAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 6 Gr uln 1A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 J aysaty ae LOT: SILVERADO LOT #11 BLK #14 PROJICCT# 03719.000-11141 MODEL: "2558-HAIITHORNE" OARAOE NWINQ: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 W H E PIRFOR'ED CONTROL JOINTS FLANGE OF CONTROL JOINTS Td 0E GIRD TIED TO LATH • V - O.C. MAX (VERT3 NQ$t DO NOT FASTEN CONTROL JOINT TO WALL EVEN P &TAD EXISTS BEYOND EXCEPT &TAPES& V SECURE CONTROL JOHIr TEMP. DURING INSTALLATION —� FASTENERS TO BE SPACED • V DUE. MAX VERTICALLY rL 4lCr S COAT CEMENT WRB LAYER 4, PORTRRBER BUILDNG PAPER APPROVED FETAL LATH FASTENED .1' (VERT.) Or- MAX AT &APPOINT& UIRB LAYER N. STUCCO WRAP 00■ONR/////i//, a, m Am/� L411 LATH SHALL BE CONT114j6 LTHROWN � JOINTS BUTIVA BE STOPPED A - mm TIED AT EACH GIVE. PRONDE 2X4 BLOCKING PER ASTM CIWr3 PLACED PLAT MAX W TO V PROM CONTROL \ NT am CONTROL JOINT POALLS ON 1: AWEINEAe POR LATH TO BE NAIL& OR' +� STRUCTURAL e1lO STAPLES IN COMPLIANCE UV Ae7M CIO&8 r L WRE TIES TO BE RHO, IS) OA41V RUNE / 3. BLOOCING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REG UIRED PER PLAN O1 „M„ TYPE CONTROL JOINT OLFCID tNW10.PT.A OPf.A aNtIMO PL A 7. CIIAN a F.T. S IL CINK.W a PT. C ® IrOLD N"VO•R.A L CRAM . Pf. & a CIMAe . R. C A POW R. O WWI Pr. 0 TILL n.0 TOWN" NoTvcm MAIM 4A Tt� r O RLAm n ^-'� 4tAlEI TIAHr ORAL POLL. Q2 r1QL CUT. NOM, APPROVED BUILDING UARAP SHALL BE LAPPED A MINI LIM OF &• • VERTICAL LAPS (ROLL ENDS) 4 S' • HORIZONTAL LAPS. ALL SEAMS NEED 4TAM UT14 PORTIBLR SH / 1• rlat L,X I nrn MEtAL LATH WRB LAYER % STUCCOLAYER WRAP �—MUILILVRM PPAPER SPIDER/ / 2 SCALE, I V2••I'-o• n' VERTICAL LATH & PAPER DETAIL Mom, WOOD SEAT( SDE LAPS OF METAL PLASTER BASES SHALL BE GEOURED TO BUILDI PRAMNG t- M p e. PAPEP THEY SMALL a TIED BETWEEN SUPPORTS WITH BD4'B-IN. (121-FM) STUCO 01R AT INTERVAL& NOT MORE THAN S' (22e-MIN. AS PER AGTM CI063. ® KIC KO UT ,� ,,AR a,EAR, IN (RIB LAYERS. TEARS DETAIL MAY BE PATCHED WA40 GI UIRAA• TAPE PER MA". SPEC. OR PEEL 4 STICK INSTALL FASTENERS (CLIPS. - STRAPS. STAPLED) AS REMIXED TO SECURE PIPE( WINE TO FRAMING WIRE LAYER 9, POPCMB BUILDINS PAPER METAL LATH S'x&' SELF -ADHERING Me -on" E ILASHM OVER 47a4' lELF-ADHERING MEMBRANE FLASHNG OVER APPROVED Nam ~. noic, ONTO palm WXW SELF -ADHERING MEMBRANE ILAS4M OVER APPROVED MOUGE gIRANP. PLASHING TO EXTEO ONTO PMPE J' THICK 3 COAT CEMENT �' CENT. BEAD Q SEALANT PLASTER NSTALL APPROVED HOIME"AR4P AIR METAL LATH NRLTRATICN BARRIER OVER .<:� GHEATHING URB LAYER 4. FORTIRBER BURLDIIG PAPER "TCM1ERIC COATING OVER &TUCCO/ UM LAYER 4 C.V. FINISH (SEE TYP WALL SECTION) STUCCO u~ WOOD SFEATHNG ,SECTION PER I comwla&Sn w -wil YIa Ex dw um f poMand cement plasbr ahal—plyaril,the Wicatbn .qui—ar b of ASTM C 928-18b. Irnla'aflon of exterior lathing and framing *.11 c jAy with ASTM C 1053-1 Ra, or ASTM 178T 4'x4• &ELF-ADMORING MEMBRANE 6 FLASHING (COMPATIBLE gV MOM OVER I gIRAIP MATERIAL) OVER APPROVED MOM URAP PLASHNG TO EXIEND ONTO PIP! / k :..... M OR LESS PIPE PENETRATION OUT AND OVERLAP ONE LION OP—� SELF -A N400 G MEMBRANE PLASHING $j�P GI WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING F (NAIL TO ROOF DECK NOT Y, WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT �I ROOF CEMENT )� ROOF PER ELEVATIONS a wIBI,IAMT MAL mm on ILL I 02N�.91W MLAMNtl� MOT�fQ1�O PIgCF . 4YLL NIB4NCTICNA O"L" FLASHING N.T.S. N.T.S. OaW SELF-ADMORM MEMBRANE FLAGNNG (COMPATIBLE W( MO" WRAP MATERIAL) OVER 4'x4• SELF-ADNEINING MEMBRANE FLASNNG OVER APPROVED HOASE WRAP. PLASHING TO EXTEND ONTO PIPE AP OPINE SDE OF M@1pRA m Inumol DRAINAGE PLANE (UJR5 LATER 01, STUCCO WRAP) WRB LAYER �"2 (FORTIFIBER---'—'— —'— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-84�-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A7GIRormusO, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.00m AA S: 0003328 ,amm, aUNDIV. aG LOT: SILVERADO LOT #11 BLK, #14 P1tOJECTp 03719.000-11141 MODELc "2558-HAWTHORNE" CAP -AGE 8WINO: RIGHT PAGE; WALL ASSEMBLY DETAILS 150 P B INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, BIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T14E E)6dAUST. _,� - OF FLASHING TO BE, L BOTTOM. 2. 81DE8. 3. TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-1 BEAD ALL AROUND i..j- VENT -APPLY SEALANT ALL .X JOINTS AND INTERSECTIONS �• APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALLL SIDES, 4 G CAULKINa JOINT I ALL AdtOlAJD PER SECTION 077 EAsilor lathing and Wmlering BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' orASTM 1787. UQB LAYER 9, fix' STUCCO WRAP HOODED VENT }' THICK, 3 COAT CEMENT PLASTER METAL LATH WINE LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 7, FORTIFIBER _ BUILDING PAPER CONOTUCTION —METAL LATH a' a'I1 VINYL CAeeIG DEAD W RAISED RAND TO TO MM1112-WALL 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEW MASONRY DEPORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 1 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH /- WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MIANUF. SPECSJ BUILDING PAPEI UNDER %lUICK FLASF A VENT PENETRATION SCALE, N.T.B. fir%=A I V rw=,—=I VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIP15ER BUILDING PAPER 3 COAT CEMENT K' TO 7G' MID -WALL WEEP SCREED VIWALL 6' SELF-ADHESIVE FLASHING WOOD FRAMED HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I— — " "" R SIMILAR) APPLY A SILICON BASE 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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH CONOTP=TION .y�WOOD FN OH • 11100D0 FASTEN TO WOOD OTFAJCTU lAL MEMDER • n' O.C. MAX 16' TO Jj' t= waLL 6' WIDE OTRIP SELF ADHESIVE PLASHMGM CLEAN MASONRY 119100111E APPLYING V - FINIaH a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRS LAYER N, STUCCO WRAP a' �WBELOW 1IR5 LAYER $1, STUCCO WRAP CUT SUCH THAT ® APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP UIRB LAYER 02, FORTIFICIER BUILDING PAPER STEP 15 STEP 114 .. ........... ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z DEAD — (SEE TYPICAL WALL SECTION) OVER 60 MIN OVER e o • ' GRADED' METAL LATH FELT-PROVIDESEALANT AT ALLJOINTS Ki. ANDINTERSECTIONS STEP 05 STEP 1*6 09 ELECTRICAL RECEPTACLE A R 6 N I T R G T 8 6 Gr up01 . L441 N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroupmm AA 8: 0003325 S AN I� 3 11U DDIV. as IAT SILVERADO LOT #11 BLK #14 PIttOJECT/1 03719.000-11141 MODEII.r "2558-HAWTHORNE" GlA tAOE SWINa: RIGHT PACE; WALL ASSEMBLY DETAILS 150 H FpV. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER 4, FORTINISER CONSTRUCTION BUILDING PAPER Y4 HAT CHANNEL J' THICK, 3 COAT CEMENT f—A-POSITIV... TYPE 'X' DRYWALL PLASTER 6' BAP.. TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 0 SHEATHING WRB LAYER M, - STUCCO WRAP IJ i' THICK 3 COAT CEMENT ` PLASTER 6' 6ELF-ADHEREING ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW ' WPM LAYER M, STUCCO WRAP WEE, LAYER -2, FORTIFIBER • i 1 BUILDING PAPER SELF-ADHIEREING WRB LAYER 9, ("'k' J FLASHING WRAPPED STUCCO / • CORNER OF CANTILEVER AMIGO AM66-U19UG-T80 CUSTOM CASING BEAD n 4' 1 2 . WEEP POSITIVE DRAM prPEen _ ___ IELD NO GAP M F (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. (1) CANT. SCALE, I V2'-1'-0' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED N PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP pr,Peen vMYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE 15ARRIER 02 VINYL CASING BEAD il' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH FINEXTURED PANTED WOOD SHEATHING FINISH( I' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING BEAD WEEP &CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE68ORIE6 ONLY) 11 RIP EDGE INSTALLATION Ext. WOOD FRAMEC uIALL SUB -FLOOR DEOKW FRE-ENO'D TIM" AM!R 4 ��N' 3 COAT CEMB TER METAL LATH WOW GHEATHMG— (SHOW FOR CLARNICATTON OF SEPARATE A CCE6OORES ONLY) EXRROR GRADE Yi GAP FOR BACKER DRY WALLROD 4 SEALANT — i�3 COAT CEMENT VINYL CASING BEAD TBR WATER F'ROOFNG lot- ' LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE W X 3' 26 GA GALV. FINISH LAYER (2 LAYER DRIP EDGE FEEL STICK) GET DET IN RILL BED OF 6' PEEL t SEALANT, it MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK i lE'XI 'Yl P.T. OR SIMILII.ATED ROD 4 SEALANTBACKER WOOD (TREX) FILLER CONTINIOUS AD WATER FlROOFMG Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER 9 BTIGV WWPPED FIROMI WEATHER RESISTIVE BALCONY DECK TO BARRIER 91 CANTILEVER'�''� 6' PEEL N STICK . DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP am FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 111'XI 3J P.T. OR SIMULATE SEALANT,)P MIN EA�OD fTREX) FILLER SPACE FROM DRIP TMUOUe FACE TO TREX Yi GAP POR BACKE VINYL CAe61G eEm ROD t SEALANT lot LAYER (2 LAYER LAYER (2 LAYER a PEEL � SflC1U PEEEL STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHM6EL CANTILEVER COAT CEMIQNT PLASTER METAL LATH . _. _..—W..... WOOD SHEIATHNG UITZXn2 ED . PAINTED — — PINION BARRIER 9 WEATHER RE I' THICK 3 COAT CEMENT 4�ER - t VINYL [al!!R HEAD wF.EP eGRZEI VINYL CASING BRAD NO GAP IN FIELD (6HOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN 6HEATHMG ;WEATHER PM816TIVE BARRIER -1 WEAKER W-816TIVE BARRIER 7 6' BAP. \ -PEEL s STIFIK i- 116'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT UP X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,11' MIN. SPACE FROM DRIP FACE TO TREX _ \PEEL 4 STICK SUB FLOOR 1 YA'XI N P.T. OR SIMULo WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - M10DIPIED 90 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD7N 5/8• TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i• THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN LE G E N D CAI.UMN SHEATHING 6' BAH. '11b•x3' 'L• FLASHING DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROM CEMENT LAYER 01, STUCCO WRAP) I JIV X 3' 26 GA GALY. METAL DRIP EDGE WR5 LAYER w2 (FORTIFI5ER — - — - — -— GET IN FULL BED OF 6EALANT,)1'MIN. BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL cAeWNG BEAD METAL LATH X—X—X—X WATER PROOFING lot LAYER (2 LAYER PEEL t STUCCO STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER WOOD OR 1/lro' ZIP WALL �' THICK 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN IIEEP X'�C6r] SELF-ADHESIVE FLASHING — — — — — (SHOWN FOR CLARIFICATION OF setm C„4SM BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NTS F WOOD SHEATHING 2x FRAMING MEMBER I• THICK 3 COAT CEMENT PLASTER 21/2' GOBtlEB.J�A2 FASTENED TO SHEATHING a T' O.C. MAX. 5 ' WRB LAYER 9, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 7, FORTIFIBER BUILDING PAPER SpMER- BEAD ® FRAME k 2 I/2" le CORNER BEAD (FASTENER 4 SPACING ® 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER M, STUCCO WRAP SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER_ METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING WINDOW FLANGE 15B WR5 LAYER "I, STUCCO WRAP WR5 LAYER 02, FORTIFIEER BUILDING PAPER METAL LATH LODED J' THICK, 3 COAT CEMENT FOR PLASTER UTY) UM LAYER 02, FORT'. BUILDING PAPER — METAL LATH J' THICK, 3 COAT CV PLASTER —� &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - ASING BEAD ® WINDOW ( FRAME, NO BAND) ARCNITECTE Gr - si En 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774�4078 www.abdesigngroup.com AA M: 0003326 01 anon, auumv. as 1 SILVERADO LOT #11 BLK, #14 PROJECT 03719.00 -11141 MODELa "2558-HAATHORNE" GARAGE FINING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 JAPH B & GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING C` TO TRIM PLASTER METAL LATH LEGEND IX TRIM MEMBER LATER P ISSTUCCOSTUCCO TO IT[ STUCCO WRAP WRB LAYER 42, PORTIMISER DRAINAGE PLANE (WRB STU� TRANSON WOOD SHEATHING BUILONG PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 42, FORTIFIBER '• WRB LAYER 02 (FORTIFIBER — • — • — — BUILONG PAPER WRB LAYER 01, nn R ' ' BUILDING PAPER) : STUCCO WRAP METAL LATH x—x—x—x METAL LATH d' THICK, 3 COAT CEMENT ! WRB LAYER 02, FORTIFIBER S�AOTI�A,p7..-.a,, STU LATER •I, STUCCO PLASTER ! BUILDING PAPER sTUCCO WRAP WOOD OR 1/16' ZIP WALL b'SELF-ADHERING METAL LATH SING BEAD SHEATHING FLASHING '� VINYL ANGLED EXPLODED �� THICK, 3 GOAT CEMENT F-ADHEREING SELF-ADHESIVE FLASHING — — — NG — VIEW FOR PLASTER FLASHIOR PEEL 4 STICK caSING BEAD CLARITY) SIDING TO STUCCO --------------------------- 18 CASING BEAD ; -----------------------------------------------------------------THICK, 3 GOAT CEMENT - ------ DRIP CAP (CROSS SECTION) P SEALANT PLASTER WINDOW FLANGE WRB LAYER 9, y ( METAL LATH STUCCO WRAP i VINYL ANGLED �7 n°ieTl°" I I CASING BEAD 'p MOOD SWATMMG S WRB LAYER 4, FORTIFIBER ' R �elenvE / BUILD �1Ka PAPER :_ ; WATFeA WISIOTne �' \ WINDOW FRAME .! METAL \LATH �j�ly RtrE SIDING �\\ /--••------- ---• �---- UIRB LAYER rl, FORTIFIBER • • FLA�SWINGAOF+eRsm / I /l BUILDING PAPER THICK 3 COAT CEMENT • •' ��' 1 4 i FLAGNNG ,� IIEATERRESISTIVE E-Z BEAD VINYL CASING PLASTER Z'; • 1 CARRIER a ii / \ 6EATIERREe1STIVE I (W/%' FLEXIBLE PVC BACKER ROD) STARTER STRIP b'SELF-ADHERING � A,J I \I °O�BR ° 1 � FLASHING M I `� is q.ASELFlG-�� i I GALV'D FETAL DRIP CAP I T � AL Z� I WRB LATER "I, STUCCO WRAP, I • x r• sn• ATIO WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE Twill R CASING BEAD C� WINDOW ` ,' ` x.' TED b' SELF ADHESIVE FLASHING (FRAME, W/BAND) •; " °°G' �R zX FRAlIw_% WOOD SHEATHING j 15COR AFrMDVW \�` NG8e'ti""T ; MEMBERlife DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------- 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT NOTE // CASING BEAD PLASTER SHEATHING SHEATHG METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL WRIS LAYER 02, WRB LAYER "1, LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER FORTIFIBER STUCCO WRAP WOOD SHEATHING WOOD SHEATHING : WRB LAYER 02, FORTIF15ER BEYOND •Sets-ADNERMG BUILDING PAPER WOOD SFEATIAJG FLASNRdG WRB LAYER "I, ,IEAT,ERReSISTIVE ; THICK, 3 COAT CEMENT STUCCO WRAP °A"p°" i \ 81 aa0cR 9 TO°i AP PLASTER , 1�iEalenva i / \ r nlrt Aeore roP MANIIIISIt I \ OF •Z' FLAGWING WRB LAYER 02, FORTIF15ER Xx'R*�61D VINYL ANGLED i BUILDING PAPER WRB LAYER 01, CASING BEAD METAL LATH ~ \ \\ A / �t � elernE 1 STUCCO WRAP VINYL CASING BEAD i 11 STARTERRIP ST GAL (EXPED 8� THICK, 3 COAT CEMENT I \I � ZFVDASH n� b' WIDE PEEL a STICK LOD VIEW FOR PLASTER OVER FLANGE CLARITY) ' WINDOW FLANGE dALVV METAL \ �� '' WFATHM RESISTIVE •T FLASFIING CAgmm •1 TO LAP I • x McMnR 1=-Z BEAD VINYL CASING of M—AeI+wGOP I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E-z eeAo wartyc Y x a.• Ml MEMBER tuwk R aelxe Pve i , III�OD T1tE 1 R •APPLY FULL BED OF SEALANT BETWEEN ; R � \ I , I K�44 BUILDING FLANGE a BUILDING WRAP CASING BEAD 0 RAISED I7F� Cel'EHT AsTETERT ``� `.:." , OR APPROVE `�.WRAP 17 A BAND ( FRAME) RWGISTIVE YEATFE DMRIER, R RESISTIVE SCALE: I I/2' • I'-0' E.z eeAo wart eaen -------------------------------------------------------------------------------- mEeTFEIe REsrorne ISAM.M 4 luwN,' FLEXIDLE PVO 6AOKER RODJ ® SIDING FRAME TO TO FRAME TUCCO"°a�`weIeTIVE 16 A E z BEAD WINDOW CASING i� TRANSITION A R C N I T 1 C T t 6 Grou00,n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abtlaalgngroup.00m AA N: 0003325 3 4 A StMDIV. & LOT SILVERADO LOT #11 BLK #14 [PltOJMCT# 03719.000-11141 MODEIA "2558-HAWTHORNE" GARAGE 8`11111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH A. B OTCRARRY AD -SW . ( XP 0 JDX FLA FLAP WAD t HEAD FOLD IIOUSl1Y N AT JAMW 1 SLOPE SILL R WALL S- SELP-APHI R1n NALM R.ANGS JAMS EMNM) PLASM**: 1' EELaU 6" PLEXIOLt rLAMHN DO NOT SEAL OOTTOM RN STEP 6 ALIoN R.ASWM SV WT. EDGE OP SILL R0. ReaHIwICALLY ODOM (GP NAILS, STAPLE!) NSTALL DUPONT PLRM P AS n R.AWM AT TW PRY %. OWN= F SEAL-0 AMOS AM PRY To NDa) ru LANOE N MI -FWD OLES an NM ADHEMVE - DSELE R-ASNM VER GRIP CAP EOTO-WSAP EQSv) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY CM HW (a ETiL/l.) SEALANT . WNDOWCM JONT. FLUID APRIED PLAOMM (LA'= U41TE-SEAL RC -SS OR E(ilAL4 SLOPE SILL. TO EN L IT it THE OOMACTOM M16PON&MILTT TO VVF PY THE COMPAM14.17Y OF ALL PRODUC" NCL1DSYi HOUSE~. SEALANTS . SELF-AOICRNG R-AIWIM MAMMALS USED OW00 CONSTRICTIaL 2. ►»TALL ALL MATERIALS PER M*WACnVW O W rym SPECFIWTIONS ATUSLJL SEALANTS MAY REACT ADVERSELY P NOT FQm- EAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" POLLCWMG COMPLETION OP XTERIOR RETROFIT UVW REPAIR SCFEME SHOWN SNALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION DELCW THE WNDOW OPENING rAL INTERIOR PERIMETER OP WINDOW WITH ALANT LL IT THE CONTACTORS RISPOWIDILTY TO VNKY TIE =MPATIOILITY LT ALL PRODUCTS NMWM GRAL ANM . SELF-ACHNIMM PLAOMM MATERIALS USED DUMN0 CONSTRICTIOK 2. PLA04N6 AT E%TEMOR MADOWS AND DOOR OFE N U SHALL OE WALLED N ACCORDANCE WITH MAMPACTURERS MCTALL.ATION SCTRICTMM AND APFRDVED MTHOD U OP POC RTOMAJ U M ACCORDANq WITH MNESTRATION MANUPACTSRRY RSlTALLATION AND PLASHM NSTRICTIONS. WSRMk SEALANTS MAY REACT ADVERMELY P NOT C4M•AMIL6 WALL FLASHING INSTALLATION 13 DETAIL MASONRY) SCALES 9/K'•I'-O' A 1 C N I T! C T 8 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com M: 0003326 R 1 v AIL Summ de LOT SILVERADO LOT #11 BLK. #14 PROJECT 03719.00*0-11141 U0DEIA "2558-HAWTHORNE" GARAGE )SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 PH B i i \ 7-7 2x6 SUB-BANb 17 W/I'x4' NOTCH ---- - - END, WRAPPED IN PEEL 4 STICK METAL PA®CIA WRAP DRIP EDGE �\ ------ ------------ ------ I\ 1/8' TEXTURED i \ FINISH ®WOOD I \\ 2X6 BUD eAND I 1/8" 1/2' TEXTURED FINISH w CMU \\ METAL FASCIA \ WRAP Ye' FROM \\ I STUCCO, I' FROM WOOD WALL \\ \ EXTERIOR/'WALL \\ (FRAME OR CMU) \ �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY (QPL)4N S r—ROOF KICK OUT REMOVED \\ FOR CLARITY -\.-ROOF DECK (BEYOND) \� -`\\\ DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) • 1/V TEXTURED FNISH • WOOD, IQ'TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHING OR CMU IM LAYER 01, STUCCO ~(FRAME ONLY) -WRS LAYER R, FORTIFIBER CUILDING PAPER (PRAMS ONLY) ROOFNG CEMENT DRIP EDGE METAL KICK OUT 11/8' TEXTURED FINISH `�\\\ /WOOD, 1/2' TEXTURED FINISH ® CMU 2x& SUB -BAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL t STICK ®E L E UA T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Vx4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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- Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJM'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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL t STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY A R C N I T R C T 6 Grow p 1�. 1441 N. RONALD REAGM BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-77440178 www.abd"gngroup.com AA #: 0003325 !�IIIIII� Lamm, EU13D2V. ae LOT: SILVERADO LOT #11 BLK. #14 Pl+rAJECT 03719.00 -11141 MODZU "2558-HAWTHORNE" GAl%AGE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 W WN. B 7T-8„ 53'4" 20'4" 10'-10" 20'-1" T-4" 6'-11" 26-6" 26 4" 5'-0" 23'-0" 3'-8" 6" ol TOP OF SLAB v — — — — — — — — — — — — — — — — — — — — — — — 4" CONIC.— FM-16X78 Q i FM-16Xi8 FMC-16X78 SLAB 4 c+ -31/2 i w g I 2 I i` i 11 .1 L— _J O 1.1 m � ` I W m ,.,I bo I� I I I I a I q ' 2'-0 ,. 4"PVC L CHASE— _ — ` I -5 1� 1 SLOE 2" X -31/2"d m I 'v Y � I I m I I 31/2" 28'-7" 6'-7" SLOP,— r LOP 1/6" ,i 5.. I PER FT. I PER I I I EXTEND 14-I � I SAB 11/ I SLAB ) ,31J' 2 SLAB ,0" - -GO—NyGL. — 4•'CONC. 3Iti SLAB v 1.1 FMC-i8X18 14 — I ( c�woizxlz — —1 A I EXTEND SLAB 1 1/2" EXTEN I I� ro T.4" T-4" SLAB 1 1/2" m IY cQ [V I X � Ir r FM-i6X18 1 X N FM-16Xia 1 io ,., II io II Q iPVC CHASE ELEC. I�FOR ISLAND 16'-2" a 13 1. it t �I FM-16X18 1'11 1 FM-i6X18 1 +� c, a 6'-0" O/C MAX., TYP., UNO 34" 30'-9" 32'-9" a'-r se•-1o" 76-0" SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6k6 W1.4XW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF, T.O.F. SHORT LONG FM-16X18 16, CONTINUOUS 16, FMC-16k18 16, CONTINUOUS 181, - 's #5 IN CURB VARIES CWC-1002 12, CONTINUOUS 17' ) #Vs TEA B• SEE PLAN 8" - ) #5 IN CURB 00'-W' F-24X24 24" 21' 12" 's 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 w0'4% 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. 11.0INDICATES #5 BAR, ElIN04CATES #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 = W', #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 (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 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 FA C N I T 1 6 T t Grou�otn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744018 www.abdosigngroup.com AA #: 0003326 [aa, BUDDiv. ae IL01`. SILVERADO LOT #11 BLK. #14 PROJECT 03719.000-11141 MODES. "2558-HAWTHORNE" GARAGE BWDM: RIGHT PAGE; FOUNDATION PLAN 150 MPH A. B 30" MIN. EACH WAY FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE AND $ p; O CELL SEE PLAN FOR SIZE ANDa n.-FM— SPACING REQUIREMENTS SPACING REQUIREMENTS7aQ %THIC O z 8"CMU WALL O 8" CMU WALL L. > �� CORNER BARS, SAME SIZE AS LARGER BAR .� 2 IN FOUNDATION WITH 30" LEG EACH �x TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS EXT PORCH SLAB SEE SLAB SCHEDULE BARSIZE 48 SAR DIA CHAMFER (1STORY) .' 1-1 �1 ES SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC °' a4" FOOTING REINFORCEMENT SEE SCHEDULE W/i/7' ISOLATION ° JOINT WHERE � �. �#4 6'CHAMFER (2STORY) 18" 24" EXT. PORCH SLAB W/12"ISOLATION HAMFER (1STORY) HAMFER (2STORY)APPLICABLE) VAND z - SEE SCHEDULE 4'5 30" JOINT (WHERE CHEDULE FOR WxD, BAR SIZE APPLICABLE) Z D, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 38„ AND BAR QUANTITY R QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42' � NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), UNO %EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION n 2 SCALE: 3/4"=1'-0" @ GARAGE �A'-E��'4"=''-0' CORNER BARS DETAIL 3 SCALE:3/4• V-(t' LAP TOP PLATE A MIN. OF 46' GARAGE DOOR AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT RECESS J LAP TO OCCUR OVER STUD - - OF WALL WI PLAN g fA W 8+ W 2x4 OR 2x6 WOOD BEARINGImPROVIDE BLOCKING WALL W/ SYP W U in Cp I No 2 STUDS SEE PLANS FO ISBT. PLATE TO SLAB W/ _0 NEW REINF. BAR D• SECURED W/ 2- PART g SPACING. SINGLE BTM. PLASECU WEDGE ANCHOR W/ 7• TO BE PT. PROVIDE DBL. TWASHER SET IN HIGH STRENGTH PLATEEPDXY CURB FOR MASONRY 7' CAPPED EPDXY. MIN. EMBED S1/2" EMBED. MIN. 016' OC UNITS SET GALVANIZED PIPE Q 8', UNO SIMPSON SPH4 OR SPH6MAX. '- 2ip+ AT ELEV: W/FLANGE 0 BASE O FOLLOW ALL MANF. BTM AND TOP PLATE 0-0 SPECIFICATIONS FOR ANCHORS W/ tOd x 1 12" _ USE AND COMMON NAILS FILL ALL PREPARATION OF HOLES, DO NOT USE 10dZyHOLE.z 3"SEE SLAB SCHEDULE ECURE FLANGE TO SLAB W/(4) 14' X 2 1/4" `g °�O RECESS AROUND GARAGE TAPCONS "' TOP OF SLAB 7 �Q DOOR OPENING • �— -- 4"CHAMFER (I -STORY) • ° ` SCALE: 3/4•'=1'-U' 6' CHAMFER(2STORY) g, EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE 71 AND BAR QUANTITY LAP TOP PLATE A MIN, OF 46' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL NAILS, 2-ROWS,COMMON O/C BTM. VERIFY HEIGHT AND NA-COMMON11 ROWS, LAP TO OCCUR OVER STUD Of WALL W/ PLAN 7 scALE: 3/4"=1'-a' (�►/UPLIFT) 5 BOLLARD 6 MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-LY' 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. Of 46' CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED to UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE ANDWIN SPACING REQUIREMENTS SEE SLAB SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z H El Q WALL SYP 2 STUDS SEE w 0'-0 TOP OF SLAB F PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO _ Q fL ~'�' n BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. ¢Q m U •_a. �- ° ADDITIONAL METAL CONNECTORS NOT ��. REQUIRED WHEN NO KILL � --J UPLIFT IS PRESENT. O 6' CMU WALL +- POURED LINTEL.CONT. (TYPJ EQ. EQ. EE SCHEDULE 6' CMU FILLED CELL (TYP.) .!o'_ FOR WXD, BAR SIZE TOP OF SLAB ,r----�-�- LAB I� SEE SLAB SCHEDULE, 2X WALL FRAMING AND BAR QUANTITY +- 0' SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 6' INTERIOR CURB FOUNDATION WOOD WALL TOP OF SLAB °• Z., MINIMUM EMBEDMENT INTO •0 "ISOLATED" COLUMN PAD I}�.� GROUTED CELL, 4" FROM ENDS AND (NO UPLIFT) °• • • � CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX � �L 3�. POURED MONOLITHICALLY WITH • FOUNDATION AND SLAB SEE SCHEDULE • SEE SCHEDULE FOR WxD, BAR SIZE' FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY e• vARIEs s• //II 8• INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO 3' NO UPLIFT) 0 FOOTING AND COL. PAD SCALE: 314"=1'-(Y' BLOCK WALL CONNECTION :c .. .• 1 1 SCALE: 3/4"=1'-a' .•-... mE SHOWER RECESS FOOTER S12 SCALE: F'A R 6 H IT It T• 6 Grou��. 1441 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774,6078 j FAX: 407-7744078 l wwwAbdosigngroup.com AA M: 0003325 SUNDiv. ae I.OT SILVERADO LOT #11 BLK. #14 PAOJ)QCTp 03719.000-11141 aiODSIt "2558-HAWTTHORNE" GARAGE SWING: RIGHT PAGEt DETAILS %150 B 70'-8" 86'-8" 54•-8" 48'-8" 44'.10" 49-10" 3T-11" 35,-9" 30'-7" 26'-8" 21'-4" . . . . . . . . . . . . . . . . . b N in 4'-0" 14'-B•' N N 3'-4" 8'-2" N I� fV 4'-0" 4 0 b 4'-0" 1 ow" 22'-0" 28'.0" 3T-2" 34'-8" 40'-8" 48'-8" 52'.8" 58'-8" 63'-10" DOWEL PLAN SCALE: 1/4" = V-0" mm A E C N I T E C T S oN 6 Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744W78 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003328 IIIIIII1 lennn E UDDIV. & IAT SILVERADO LOT #11 BLK. #14 PROJECT/► 03719.000-11141 MODELa "2558-HAWTHORNE" wRwGE 8TaNG: RIGHT PAGE; DOWEL PLAN 150 H A Z TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ IXHOOK Z Z - GROUTED BOND BEAMi I L VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 4 •a 1 .' TIE'VERTICAL REBAR 3 TO HORIZONTAL 44 REBAR W/ 10" HOOK _,�y11`�. BAR SIZE 48 BAR DIA. Z_ W N3 18" Q #4 24" M U 05 11, #5 W, #7 42' HORIZONTAL/VERTICAL REINFORCING 0 SCALE: OFFSET METHOD CONTINUOUS BARSIZE 488Ag DIA METHOD #4 24' HORIZONTAL/VERTICAL #5 30" REINFORCING #7 42; L SCALE: 3/4"=1'-fY' #5 BARS E- B„ V-0 •• 11D r-o^ ■ CMU UNIT DIMENSIONS ARE NOMINAL SIZES Ole^\1 MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" A R C N IT I C T 8 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX 407.7744078 www.abdeslgngroup.com AA S: 000332B evsa:a Be i SILVERADO LOT #11 BLK. #14 719 0 O-11141 MODZIA "2558-HAWMORNE" GA><sAca 8WWG: RIGHT PAGE: DETAILS 150 MPH Ar. 0 GENERAL NOTES 1.)000ES 1.1 FLORIa4 BMLDNO CODE M EdnON, 2M0 RESIOENTLLL SECTORS RKMI A RBIA. t2 FLORIOA BDLDNGGDOE.MED M MOWLDNG,SECTOWIWI33210]. 1.3 Bl)IIDING CODE REWIREWNTS FOR REINFORCED CONCRETE(ACI 3W4). 1.4 BUILDING 000E REWREMENTS AND SPEDFICATON FOR MASONRY STRUCTURES NTABD -Iv) 1.8 N.EPoCAN 600ETY OF CML ENGINEEii9 MIHMLM OESKNi LOAOB FOR BULDNGB AID OTHER STRI10N1RE8 (ABLE ]-18). 2J CONCRETE: 2.1 CONCRETE COMPRE991YRO RMNFORCEV8QAYS: 2.12 PREC STwBTANDARDREUNF ORCENIENT0 SI MIN. 2.13 PREGSTwPNESTRE33 RE1NFORCEI4M-0OOO P31 2.EI DRDur FER ASTN ui8-3000 PSIWMAz. 38•AGOREOAre.S'T011'BLIMP. u REINF IIIL I BARS: 23.1 A"T" "'AST INPRECAST LINTEL ATTNE OR FASPoCATON ASIN1 IN UNB15M (GRADE BO) 232 STEEL IN LINTEL AND IQIOD(OVT BLOCK (PLACED IN FIELD) ABTMAMBMANDS ASTIR �. 2.3 PRESTRESSREINFORCEMEA81MM1 ACCORDANCE STRESINITHA I31&1REI.R. 2]O KBI 21 DETAIL REINFORCEMENT SMALL COMPLY WTH A01 V 14. 2A CONCREEPERASRAnON83NN.L COMPLY wTHAa STANDARDS. 2A DNRwRe PER A8TM a1EBVA108QA Y. 3.1 MINDi N TAREA Y MPR SMu)BNFLLCONFORM 21MPTOASIM OiO, NORMAL NFAGHrw1N ASNEAVA NET AREA COMPRE88NA:8TRENOIH 2O00P81. 33 M U`N"`R ARJaNNFORMTOABIMC3]O TYPE'M'OR'Y 3.4 PULL MOR]MJOINTS AREPEWIREO 3.0 BE LESS THAN PNIAre z8-0Ar COMPRESSIVE STRESTRENGTH SHALL L BE ES AND MORTAR SIIPLL NOT SEtE38TINEFM -, OR PSI. MASONRY BTREN3T191WLL EEBTASU8I1 IN E EUI -LINT MOU'R N METHOD, OR. T WE NAnVELY, By TIE 9PoSM IESTMETYgD'NHffRE USM RETURAL: NiB lNVE NOTBEENMET. 4)STRUCRRAL: 4.1 ACEPTABEBEAR OF438DONlRIEL BUILDI CODE GEDIVON,2 RESIDER ACCEPTABLEA.3 OR FOPPERILDING ABOLTEDCODE ITT WILDING. REST 21M.1. BAFE CN LOR VALUES S FLORIDA ON BUILDING OMS A ALYSIS PER IN 31D1a AND TNISL 2148 43 SAFE LOAD VALLESBABEDONRATONALDESIGN ANALYBISPER Ad 31iMANOTA184M-18 4.3 DESIGNER IMY EVAIVAre CONCENiR,4re0lOAO8 PROM TIE SAFE Law TABlEB or FALCULAT E MA%MlM RE813TN0 MOMENT AID STEM ATB DSTNICE AVA4r FROM TILE FACE N L SUPPORT. 44 FOR LINTEL LENOTIATQ41'OR GREATER, VERnCAL CELL FlILED SOLIDw1M 0RWTANO MNTELS ONE(1)EGEAMR REBARISREWIREDATEACHENDOFTIE TEMP 4.8 LIBELS , AREGREATERT1NL2M"LEARBPAN MUSTBEPROVIDED TEMPORMY BWPORi, NOT BE REMOVED UNTIL 3 a4Y8 AFTER OROUf PLACB.IENT. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER C 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 DESCRIPTION REMARK 10 (2) 2X8 7,_n" �I�--T-0" LIFT BEAM PLAN SCALE: 1/4" = P-0" A7GrouFi. Ion 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA M: 0003325 Y04 V 6 � • A 81V13DIV. ac LOT: SILVERADO LOT #11 BLK. #14 PROJECT 03719.0 0-11141 MODEU "2558-HAWTHORNE" GArsAGE SWING: RIGHT PAGE: LIFT BEAM PLAN 150 H E . B DA1�28/21 , HCALE: 1/4"=1'-0" S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"XI , le 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING le8�� �e PLACE STEEL HE �\,\\A��� NO 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 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8'k16" ;ot lu CORNER BAR W/ 3d' LAP FOR EACH o�(SP COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. A \�' 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / VERTICAL REBAR W/ IXHOOK / �5• i�o 8X16 DBL. BOND TOP F QiiF' BEAM W/(1)#66AR BONDBEAM / �•�' EACH COURSE G 8z8 BOND BEAM TOP OF W/(1)05 BAR .y_ BOND BEAM 30" TYPICAL 1 F =FILLED W/GROUT I\ �\AO U UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 Olt�(O E-C#5 T/1 RL 5 „16-1 LLIN E88 W/(1 BAR 1.2)E NAL LENGTH OF BAR=WIDTH OF MASONRY CORNER HEIGIHT #OF#5'S,TOP a OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR �1 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-17tt1M OB INDICATES A DOUBLE BOND BEAM #OF OVS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' 1 AND XFXX- gM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3l4"=1'-(T' TO PLAN FOR LOCATIONS AND XUXX-1T/1 M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- iT/DMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 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•') 8" FROM EACH END AND AT LOWER ELEVATION 19' O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 'a 1YS' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8' SLOPE FROM EACH END AND 16' EMBEDMENTN 2x8 (MIN 2 X 3) 23/16 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 1l4" 8" FROM EACH END AND SECURE TO SHEATHING UPPER AND LOWER #6 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114' N MIN. 2-12d PER ELK. EA END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW ��SILL CONSTRUCTION CORNER BARS "* ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 1 ,/2'=1'-0" 5 SCALE: 3/4"=l'-V' SCALE: \a� •� , PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF R�fr II / FILLED CELL BOND. BEAM 0 II I III / 8x8 CMU PIER PROVIDE #5 BAR W! SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" r A R C N IT R C T E Group 1441 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.BbdoeigngrouP•com L AA M: 0003325 s Dxv Z w- SILVERADO LOT #11 BLK. #14 PROJECT 03719.00�0-11141 MODEL: "2558—HAWTHORNE" GARAGE e11/7No: RIGHT PAGE: DETAILS 150 . B BEAM SCHEDULE RaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 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 rc (psi)MH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADERR RREUm mw.e wRE mxa.avomw.ewRE mrw'- e"eeP EREcsr mw.e wRE m»o-a mw.ewaE mr«_ rnw.ewRe mw.a ,an on us or�cr,er mw w. mxe.a xa� am xm rn w.ewRE rnxa.a ,ew RREwm mw.ewRE m,w. +em aem mw.awRe m«e.a EwEam mw.ewRE m,+o. 2aao rr maewRe mx+a om Ea m mw.a wRE mx> zrw axe eg mw.ewRe mxR.+ e,e mw.ew' mw .. mxe.+ rnw.e wrf mxR.+ +6u M­. mw.+ mw.e wre mx+. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xi B" RECESS DOOR HEADERR GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADERR eRaaao m,aeaoaw "mom, rya, zc ERErwer (2)w.ewRE mxR.3 ar r-r mw.ewRE alxe.a +mm +0000 mw. . m«e. zr mw.evme M, RRewr mw.e"we mxe. — 1= m mw.ew"E mma m 1= ar E mw.ewRE R) R M...— M ,EEm ,omE RReuer (a) a E mw.3 zme zma azez mw.ewRe mx>. ". ar .•o RRwm mw.ewRE mxR.a rnw.ewRe mw.3 ,amo1110 M., EREvs. mw.ewaE m.I 77 c.+er M— M.e E M.1 RREUEr mw.ewRE mxR.+ ,+ee Mw —E Mx +eeo en+ mm A i C N 1 T! i T i 014 6 Groupn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774"40178 .. '.'gngroup.com AA N: 0003328 8 F 1 0 A SVHDiv. ae W2% SILVERADO LOT #11 BLK. #14 EC PROJT 03719.000-11141 MODE "2558-HATMORNE" GARAGE BWn4G: RIGHT PAGIM DETAILS 150 H W. B FE rp"ATM 1/28/21 scALE: 1/4"=1'-0" B*Er. a IIINs2.1B CA CJ3T " N y�Au — ate• k —--y—d— 0 1 A 0 Is to CJ5T I U EJ7T >�.>®: p RIDGE n EJ7T '�:�: CJ5T �y u n a CJ3T I �Q n a M tl CJ1 y k7 EJ7 ( • >� • EJ7 I ��•>�° EJ7 I k �' •� ° EJ7�•>®_ EJ7 I k---- EJ7 p�•�• I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 • aem TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 s 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 10d NAILS STAGGERED 0 4" ON CENTER EJ7 • � - EJ7 �•�° CJ5 CJ3 n CJ1 Y a a a a a < a a a a a a a a I I I I I I III 1 I I I I I Is n w N N a a a a x u a N NNa MMIsNIs q d96 11�ui I01111 I tl n N II Is 0 Is 11 II a—,m is p II II A N I NWwN is 11� a¢ � � � u R II N p N tl x A U N p ,�N ql� NgNgn � N 4 P Y Y N Y N tl N A A P a x — I� I p y/A a a n u u n IsU N-- Is Is 11 a a " is is _ w— �-. ■ N A P ■ A H N N Y A ■ p N x l u n n a a x x u u uq x a 1� � i I N I N A I N RIDGE N I FIl N l III.—L.L9 N� {• "j-■ N ■ ■ N N Y A A N R ■ n . INS �NNNit11IsI n � n N p tl Y 11 N q N N 11 N M :� IINI�d��Yp f FRAMING PLAN SCALE: 1/4" ° 1'-0" x m " CA II ■ u . CJ3 II ■ .>�; CJ5 1A ■ �7� I 1 d to M I pq w m yA pq .1 I 1gpl ��N N„ �yQO N M�wd U H is p p �•I Is u x u a a II N H nl I u ■ Is N �y CJt n-M CJ3 CJ5 I I I °•�_�� EJ7 ( I '•�=s°i°i II EJ7 II 61O2i'( EJ7 I I EJ7 II ' •I II CJ5 II a CJ3 CA 1• 1 I'tli47t1!•I¢i [o' Ili 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) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 ONCAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. B. 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. S. 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 (M 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 D'-D", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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 / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. A R C N I T I C T 8 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngrouPmm AA M: 0003325 annu enm� BUDDIV. A■ LOT: SILVERADO LOT #11 BLK #14 PROJEOT* 03719.01 0-11141 MODEL: "2558-HATrHORNE" GARAGE ✓ WDfG: RIGHT PAGE: FRAMING PLAN 150 JJPH AV. B 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS(NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIE. WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3,? NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6'. 6' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1 e 1 1 TYPICAL TRUSS/ "' 1L 1� GIRDER CONNECTOR(S) _ BACM BLOCK Tr000 8314" WOOD PANELS k (2)12' WOOD PANELS(2)12" WOOD PANELS 2x LUMBER 314" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12'GYP. WL. BD. r,_'�I-JOIST CONNECTION @ L.B.W. '+ SCALE:3/4"=T-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4-D —HOLE EDGE>5ff -HOLE DIAMETER 2/5•D SGL. STUD HOLE EDGE >5/6' HOLE DIAMETER < 315•0 DBL. STUD STUD NOTCHING AND BORING LIMITS V SCALE: 1 12'=1'-0' 0 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO GIRDER, PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6", W x 4W' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) j' x 6' TITEN HD TO CMU AND (12) SOS tt'x2j"TO GIRDER B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SOS }" x lx2, 2a WOOD FASCIA. 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) J" x 67[TEN HD TO CMU AND (18) SDS }" x 3' lx2 SECURED W/ lOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = BBS5 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl2 HOG COMMON NAILS. 0 EACH END TOTAL OF 10 8 WICKERa CK TWpO®8 46M 3/4" WOOD PANELS s000 (2) 12" WOOD PANELS 80 (2) W- WOOD PANELS 90 2x LUMBER LVUWOIST WITH BACKER BLOCK W/ 5/8" A.B. WITH MIN. MIN. T' EMBEDMENT TO SLAB 8 (18) t6d x 2.12' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4. .4. 4. LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-9' A - SIMPSON HUS28 G < 12DO LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS2&2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36)18d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 34" SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: It 1100 UPLIFT SIMPSON — HTSM2D W/1010d TO TRUSS AND (4) ll4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6-0' MAX (W/1X4) OR 10.0" MAX (W/2X4) lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 10 BTM. CHORD BRACING 6-0" OIC END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ /� /+ INTERSECTION TYP. 6 CHORD HORD BRACING V EDGE CENTRAL SPACING SPACING SEE SEE STM CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 512' MIN, EMBED.(TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. °d Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 44'. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. S. IN LIEU OF HILT[ PAPS SIMPSON TITEN 1W (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE WEDGEBPA= CENIRLLBPACBNi A DOUBLE 2x8 12' S. O/C 16, O/C B DOUBLE 218 3/4" W O/C 24" O/C C DOUBLE 200 12' 8" O/C 16, O/C D DOUBLE 2.10 3/4" W. O/C 24" O/C E DOUBLE Z00 3/4" 6' O/C 1S, O/C F DOUBLE 2x12 3/4" S" O/C 12, O/C 10 WOOD LEDGER DETAIL SCALE: 31,V-V-U' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4' (1)'X' BRACE 30'-l" TO W-0 (3)'W' BRACE (1) "X' BRACE G CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2(4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U'O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12' DIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2.8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED 0 1(Y-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-a' 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 60 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 Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=V-0" A706010. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 �m stmDIv ac I407; SILVERADO LOT #11 BLK. #14 PROJECT# 03719.000-11141 HODEIe °2558-HAWTHORNS" GA1tA0E 8VW0. RIGHT PAGE; DETAILJ.B 150 H E FLOOR DECK 2x6 PT TERMINATIONH 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 21 STUDS• SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x i FLOOR TRUSS OR 1Y2"TE S NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: DBL RU PT Z(WI K G 0.0 BETWEEN 0 „ ST PLY INTO STAGGERED AND 10dPPER LY01T' O,C. BELOW 6' CMU WALL REINF PER PLAN P EVATION LL tl U= P VATI 1X2 FIRE -STOP 1/4" M; #8 WGGD SCREWS x 2" LONG 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA TRUSS -�IAI Fes-' •" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE BL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL 2x STUDS PER PLANS 2X STUDS PER PLANS DBL PT 2c6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECKTOP 2x4 CONT. W/(4) 16d NAILS INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS NO OF FUR TRUSS (TTOP STAGGERED UPPER PLY INTO 2x6 x Z' LONG 0 3" O.C.; OI 2" BLOCKING 0 EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) 3/4" AS SHOWN 2x4 BRACE 0 46' O.C. w/ (5)12d T-4" MIN. FROM 2NO. FUR. FLOOR DECK NAILS 0 EA. END LINE 2x6 CONT. W/ (8)16d 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 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 6' FROM INTO BLOCKING T. 2X6 IS FOR WALL SHEATHINGN SBHEATHING NAILER) END W/ MIN 5-1/2' EMSED. 16d NAILS 0 6' G.C. MAX 1X2 FIRE-ST PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION 4. o( .y ^ 0 NAILING PATTERN NUN� QaxW PER ELEVATION m PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" M FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) MASONRY NAILS ,z' O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 0EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON W/TRUSS PLAN) AT TRUSSES PARALLEL 3r O.C.o.c. MAx. ,MAX (VERIFY W/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 6CALE:34"=1'-0 PRE-ENG FLOOR TRUSSES PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE -ENO AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW QM11 ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX a PER ELEVAT ON J%l I FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRIIBg TO TOP PLATE 5N' GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV, NAILS EA STRAP 2x4 OR 2x6 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 • O• PROVIDE BLOCKING SIMPSON SP114 OR SPHB BTM 1/2' GYP. WL. BD. 0• AND TOP PLATE ANCHORS W/ 10d x 111, COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's 0 EACH FILL ALL HOLES, DO NOT USE 10dxT' 1/2'k9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010-0" O.C. MAX. EPDXY 5-12' EMBED. MIN. 0 16" 10a 10b loci OC MAX. SCALE: 3/4"=V-9' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS .roPOST OO,,,IEOT,a, SCALE: 3/4"=1'-(Y' a• A- 51MPSON MTS121 <gg0 LBS W/ (14)10d GALV. NAILS. • E B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1h0a'6DS, (1) 5/6- AT.R. TO HDU4 AND (10) 1/4" X 21/2" SDS TO POST TRUSS CONNECTION @ L.B.W. PM,nSL401 CONNECTION A3B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ SM DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE 411:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ S/S" AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 28 16d x 2-1/2" NAILS TO POST, ARCNITItTI GrDceusi In 41 N. RONALD REAGAN BL\ LONOWOOD,FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdaslgngroup.com AA #: 0003325 BVHDIV. AC IAT: SILVERADO LOT #11 BLK. #14 PROJECT 03719.00*0-11141 MODICU "2558-HAWTHORNE" GARAGE >SWMG: RIGHT PAGE; DETAILS 150,APH W. B a NO DATE: 1 21 acA,LM: 1/4"=f-0" w*=mT %s3.1B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/37STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOU8 TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32)16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE SO RING SHANK GUN NAILS O 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM SO RING SHANK, 2 3/8" 0.113 170,000 (16-20 RINGS F1687 RSRS-01 SCREW SHANK PER IN SO RING SHANK, PNEUMATIC 23A3 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF GHEATHING ATTACHEMENT BPACM 20NE 1: 8d NAILS R 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: Sd NAILS Q 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r. 8d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES .. Z a w" TYP. EXT. SHEATHING ATTACHMENT UBLE-END RAFTER OR TRUSS ROOF SHEATHING �mmm�, `I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS bA #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING 16' O.C. FIRST 4 BAYS W/ 2 12d NAILS EA FT END. ATTACH ROOF SHEATHING TO RAFTERS y BLOCKING PER NAILING SCHEDULE Btl RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` #8 7' DECK SCREWS 0 6'-8" O.C. MAX 0 EDGES & 17 O.C. MAX IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS MP HOOF i A i FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPDUTbI SITE TYPE ACING REMMxs TxJN e2E TYPE SPACING REMARILS 10 PT f11RRN(tTO Cn8EHw10ENEDOOM1 8,� OIXi&IIXMt/K.ONC. NO W/,9ER ABTENER II �DGE—OOR BIxx(NHY20NC. F WASHER IXPANedJ BOLTgED0Ed8T Cn3E HUROENm OTL rqc x1NOdwnxloRl FneTENEGTRnP To CONTACT THIS ENGINEER FOR SPACING NOTESLONG. STnOGERED NiTO 1M8ONRYgONCY ICCNCREQUIREMENTS IXT.SWINGOoOR NHL1B'dA 'TAPDJK' 11IY EMBE0. B"EN0. NO N� a N°� 1IY' IXPnN&ON I°EMBED, PEIOONG SLAB W/WASHER BOLT d8i., 9"EDGE OBT. N PT WINDO\NBUGt 8138°PAFx 3113' Tqt x'9A. g8T.,t 1TY Prrosrm La., eEE NOTE 3 vnwAMeA sTAGOBt® EDGE_NOTES 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SW NG ODORS 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 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WNDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR NTH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMCnlC33M. MAXIMUM AGGREGATE SIZE SHALL BE MC. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN EXPOSED TO Y4'. T I A ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020 7th EDITION ALL EDGES OF CONCRETE ARE BECHMFERED ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING I I 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 402A502-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL STABS-ONGROUND WHERE I1811CA7E0 ON ELASTICITY'- 1,40QDDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMSLAPPED 81NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 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 CORROBORATE 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 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH 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 W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th 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 I7EM3 OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOVMNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAS-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: UVELOAD FLOOR: LIVE LOAD 40 pd 20 pd TOP CHORD -non<oncurreM 10 pd BTM CHORD n ncq rrarvt DEAD LOAD DEAD LOAD 15 ps1 TOP CHORD 20p fTOPCHORD (7 Pd w/ ASPHALT SHINGLES) (10 pd w/ No GYPCRETE) 10 pd BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opd BALCONY LIVE LOAD 60 IreSTAIRS LIVE LOAD 40 PST WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A7O64/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SUBS SHALL BE SUPPORTED WITH 7 CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #B BAR - 36' #5 BAR - SO' 07 BAR • 42" PROVIDE 38' x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WOOD TRUSSES, TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 85: 1090. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. W ND: DEAD LOAD SPEED -150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHA81TABLE ATTIC WITHOUT STORAGE: 1 Opd, UNINHABITABLE ATTIC NTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5Dpd, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pd MASONRY: PLAN SHOW NG COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH 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 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS $HALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SWILL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. UVLP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE MASOUSED NRY ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACINGRUNNING CONCRETE FOR IN -WALL COLUMNS. GROUT FILL MASONRY CELLS SHALL COMPLY WITH W IT 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 DRANN0.4 CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PUN. THE GROUT MIX SHALL HAVE A MAXIMUM SIT' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED MA SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA"N-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94OW OR MEASURING. MDIING, TRANSPORTING ETC, CONCRETE TICKETS SWILL BE RME4TAMPW WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHA L BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A SFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1.1f2' FOR ABAND SMALLER Y FOR AB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER YI' FOR SLA88, WALLS AND JOISTS 1-102' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS 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 SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL" THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 kd FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A50WA500M, GRADE 8, Py = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR 8, Fy = 35 Mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. A R C N I T I C T S Grown i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 40T-7744 178 www.abdesigngroup.com #1: 0003326 anon. nuumV. As TAT SILVERADO LOT #11 BLK. #14 []PROJECT 03719.00*0-11141 MODELS 82558-HAWTHORNE" GARAGE STUNG: RIGHT PAGE: DETAILS 150 MPH E B .t 16 Dy-