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HomeMy WebLinkAbout7275 Steer Blade Dr99 2558-HAWT-HORNE99 FOR: • • HORMN AMeW&a:14i; OWWWWWP �Opes e-CIVk"C+ AG v Of VIES ��pN�R�I� RE �� 12602 TELECOM E)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -na=A Hum= (�pipi<, B�IDIIiT1A1� ABV. ABOVE LAY, LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7m cDffotl (2m) -AIL L A� , ,� CI -OCCUPANCY - RESIDENTIA4 GROUP R3 'CONSTRUCTION TYPE - VB - MQN. INTERIOR FINISH - CLASS B -BASIC WBiD SPEED - Vult=150 MPH Vwd=116 MPH -EXPOSURE - B 1-STORY-RESIDENCE - -2-STORY RESIDENCE - 11AX. HEIGHT AS PER LOCAL AND STATE CODES A/C AIR CONDITIONING AM.. ADNSTABLE ALT. ALTERNATE BD BOARD LINE CL CENTER ABINELINE CAB. CABINET cLG. cEIaNG CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC THE D. DRYER DBi.. DOUBLE D DUALPRIL DiA. DIAMETER DIM DIMENSION DISP. DISPOSAL OR DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH BQ EQUAL N E.>GL EXTERIORHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS LUM LUMINOUS M.C. MEDICINE CABINET MFR MANUFACTURER �. ME THRESHOLD MTD. MOUNT® MIL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTYLINE P.B. PUSHBUTTON PH PHONE PLY. PLATE PPLYWOOD PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS RA.G. RETURNAIRGRILL REF. REFRIGERAYOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTDR SHT. SINGLEBUNG SHE. SHOWER G Sim SHOWER SIM SIMILAR 06/25/19 ADDED 100-C XWWZWBf6 ARCHITECTURAL SHEET DESCRIPTION 07/86/19 ADDED STONE CO NOTE TO ►RORf ELEVATION PG CI -COVER SHEET PG ON -GENERAL NOTES PG AI -FLOOR PLAN PG A2B-ELEVATIONS "B' FRONT A REAR PG A311-ELEVATIONS 'B' LEFT k RIGHT PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-HALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -HALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA0-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS 07/26/I9 ADDND OPnONAL Pear IMMM AT KffM= 10/14//19 UPDATED LID HUNTS PER DJMRM 10/80/19 VPDATED tm DATAD. BVINILM PER DALHORTON 01/20/20 ADDED MOWN CONNECTORS LLO. UIW 11/Ia/BO MADE REDUM CHANGES MOM ENO. MR 2020 CODE CHANCE 11/19/150 WAITING ON ENGINEER APPROVAL TOR DETAIL UPDATES.G. 01/06/21 REPATMLLO 7G;E1'8 FOR THE 8080 1'BC I STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 1 $(�,p'p, �Aj,C, $ -� A.B. DESIGN GROUP, LLC. NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 LIVINTS 2}g1 Ga FT. GARAW wi Sa Fr. ENT bI $a FT. COVERED LANAI 200 SaFT. F.O. FUEL OAS FIN. FINISH FFLOOR igLO FROR FRENCH DOOR Fro. FOOTING SL. SLIDING SE GL SLIDINGGLASS D. STSTANDARD SHEAR SECTION TEMP. TEMPEREDGLASS Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 3,40E Sa FT. GA GAME GAR DLSP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER UPDR GL, CLASS O O O CURB TOP. TOP OF PLATE T.O.S. TOP OF AB TYP. IMPUGN, STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG B1.IA-DETAILS PG SI.2-OWEL PLAN PG SLOADDETAiL9 PG S2-LIFT BEAM PLAN PG 32.1A-DETAILS PG S2.III DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED FLB. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR DEADER W. WASHER W/ WI INSUL�H` INSULATIONWD. WOOD INT. INTERIOR WDW. WINDOW wi{ WRo GHTIROONN 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 PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.18-DETAILS PG SNI-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFYa IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A N C N I T 9 C T• Groin AL N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-7748078 FAK 407-774-4078 www.abdeaigngroup.com AA 8: 0003325 aUDDIV. & 2: SILVERADO LOT #14 BLK. #14 PROJECT 03719.00O-14141 xoDEXA "2558-HAWPHORNE" GARAGE OWING: RIGHT PAGE; COVER SHEET 15 PH AXP. 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. & 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. BITE 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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 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 1 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBBIG 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. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR F948116B 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 10 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 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: I. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CELMOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / 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'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A N C N IT E 0 T S GrobOn WL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 L a • A $tIDDIV. A< 1 SILVERADO LOT #14 BLK #14 PROJECT 03719.000-14141 1[ODEL• "2558-HAWTHORNE" GARAGE $WING: RIGHT 11PAGM GENERAL NOTES 50 MPH . B % \AANO93M-F-Pnnrr J DA 1/26/21 $CALM; 1/4"=1'-0" mpmm GN nl///iD=o moll E//Io RI �-2' STEEL PIPE DOLLARD BEDROOM I BEDROOM TRAY CLA TO W-Ir MORE, 0 1,— olo!!o BARREL 3-CAR GARAGE . - L3------------- I \ l - 7 Lo O_ -- 1 GMT 11 O 0 INN o FLAT WOR- oAPP.- . � C s 1� C �� . • ��f ton o///pro ol////////////1,�,1////////////IIDI//////////�/I�o11////////////',DII/Ilo� o!I////!x/////■liDl/tl�/��/!11///1,D!1������////��'IDflil//////////IIo11//O//Ifo 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 OPENNGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N TMIC1WE88, SOLID ORMONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DMINSIONS ARE FROM PACE OF 1 %' BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UND. • ALL WRROR I111LL8 ARE S JP UNO. - DRYER YMMM, TWMOUGN POOP (VTR). NOT SC11Ewoo. - AIR COMPI1111111SSOR SET ON 44X44' POURED C 24Q PAD. PAD BOOM •' PROM EDGE OF STR)CTUPE. - SEE SHEET CNN FOR G@MRAL. AND STANDARD BWLONGG NOTES. • ALL HASITABLE ROOMS TO HAVE ARC PALLT CIRNIT - ALL PULL HEIGHT BLOCK WALLS WnLI EN FILLED CELLS WITHOUT OPENWGS ARE 614*AR U41LLS. RADIUS CORNERS, SEE PLAN BRACKET BLOCIGNG ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS . 16, O.C. W/ 1/2, DRYWALL SQ.FT. CAM'S LIVING 2,531 SQ. FT. GARAGE 611 SI:L F.T. ENTRY 51 SQ. FT. COVERED LANAI 200 SQ. FT. TOTAL 3,405 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL ISE PREFABRICATED 12'xI2'S=ARE LATICRETE BY HYDRO BAN. PO. SHALL BE 14.5' x 14.5'. BM OTTOSMALL BE NSTALLED AT 54' AFF. U.N.O. OAXIIIIIIII W C�wc°Eeo0�111EE R IIII IIIEO�QD aM Omm to =a lSMM18DowADM IBllllm MIN. WINDOW 9 b 243/-328 CRITERIA EXTERIOR SWING 24 b 22.9/-MA OR. MIN CRITERIA & D. MN 9S 5 20.1/-25A CRITERIA 801D OAD. 6S b 21b/-21.I WO10 O.H.D. ID 5 2011-24.9 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -II, EXP.-B, MEAN ROOF HT. - 14'-0" PRESSURES HAVE BEEN MODBIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP =8 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN _jBAR REINFORCING BASE C Q 4 BRACKETS AS CA6INET v =NECESSARY. MO 2 A TYPTe CABINET SECTION A c N IT E C T>j Grou�In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744SO78 FAK 407-7744078 www.abdosigngroup.com AA #: 0003325 8 4 F a A >sVBDIV 8r LOT: SILVERADO LOT #14 BLK #14 PROJECT 03719.00'�-14141 MODEL "2558-HANTHORNE" GARAGE QQING: RIGHT PAGE; FLOOR PLAN 150 XPH EV. id 20'-2' BLDG. HGT. RAISED STUCCO BAND ITYP)� 9'-4' BrG. HGT.s 18'X12' DECO--��cl SHUTTERS FOAM GAP I� 0'-0' FN. FLR I 8 GRADE; - STONE VENEER FRONT ELEVATION SCALE: 1/4' " I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS 8PECPICATIONS DII OFF -RIDGE OFF -RIDGE VENT VENT 9,-4. REAR ELEVATION SCALE+ 1/4' " I'-0' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 - 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .S X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OFVENTSREQUIRED = 7.66748 TOTAL# OF VENTS PROVIDED - 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEALFOOT = 881.76 /11.736 TOTAL LINEAL FTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PER[ MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED -0' SHINGLE ROOF RAISED STUCCO BAND (TYP) FOAM OAP ERG. I-IGT. '------------- 2. ------- 5 3 -0' ' I -2 I I I D' RAISED SIDE S ucw BAND LITE (TYP) I I I I I I I I I j o I I � I L I � I I I I I I I I I i I I I I I I I `---------------------' ENTRY DETAIL (-A)ENTRY 1/2' " 1'-0' BAND DTL. D SCALE: la' • 1' BAND DTL. C SCALE: 1/2' " I'-0' BAND DTL, E ALE: IR' " 1'-0' 11 III c N I T 1 0 T 8 74 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a A BVHDIV. se LOT,. SILVERADO LOT #14 BLK. #14 PROJffiCT 03719.00t-14141 MODZU "2558-HAWTHORNE" OAItAaE sT►MG: RIGHT PAGE: FRONT & REAR ELEVATIONS „B.. 150 PH AV. B OFF -RIDGE VENT 1-O• ea LEFT ELEVATION SCALE. 1/4' . I'-m' TEXTURED FINISH STONE VENEER TO 6E INSTALLED PER MANUFACTURERS SPECIFICATIONS I OFF -RIDGE VENT V-4' ERG. HGT. I.-O. FOAM CAP m' FIN. FLR STONE VENEER OFF -RIDGE VENT OFF -RIDGE VENT 0 0 u u RIGHT ELEVATION SCALE: 1/4' . i'-& TEXTURED FINISH STONE VENEER TO DE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF-RI�T OFF -RIDGE VENT CAP STONE VENEER 4' BRls. HGT. A R C N I T R C T R Gwolm 141 NRONALD REAGAN B LVD. LONGWOOD, FL3275 PH:407-77480 FAX407-77440 www.abdeWgngrou AA •: 00033214 a A fill SVHDIV. a LOT SILVERADO LOT #14 BLK. #14 PRO.T)mCT 03719.00t-14141 MODRIL: "2558-HAWTHORNE" OARAGZ >!MMQ: RIGHT PALM LEFT & RIGHT ELEVATIONS "B" 150 JMH EXP. B ELECTRICAL LEGEND GYM. DESCRIPTION ii STANDARD SWITCH �}" -WAY SWITCH -- 4WAY SWITCH IMER SWITCH HE BUTTON -0 NGU.E (125v/20-AMP INGLE POLRECE)EPTACLE =0 IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EGUIPPED ITN GROUND FAULT TER)PTER/rAMPER F E616TANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) EXTERIOR WATERPROOFAGFI RECEPTACLE (GROUND FAULT TERIJPTER) IOV GUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -d DICATED RECEPTACLE L MOUNTED LIGHT (LING MOUNTED LIGHT 15 OOD LIGHT L SCONCE PRE -WIRE t FAN WITH LIGHT (I CFM PER 6a FT.) BULD LIGHT FIXTURE mm� BULB LIGHT FIXTURE 8®BBBG BULB LINT FIXTURE TRACK LIGHTING TTIC LIGHT WITH FULL CHAIN 1UNDER CABINET LIGHT p x TLUORESCENT LIGHT (SURFACE x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (RECESSED) O CESS LIGHT • INS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN FQ -BOX (WALL MOUNTED) COD4(j)DETECTOR ILING MOUNTED) OUNTED FAN CFM PER SGL FT.) 14 CK TECTOR (WALL MOUNTED) (CEILING MOUNTED) CA N V JACK ^E 6B PORT LOG-ATION 0F TV JACKS 4 PHONE OUTLETS 1 PANS • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FSCR 1UM EDITION (2020) 1 PEG 210.D 201T • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIDO13 PBCR 9th EDITION C2020). LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT-INTERQIPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FDGR 1Mh ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR tTH ED (202®). • Al I. AMPS AUAI.L PAP API. FCTPI] RYA it nolm ILY I I I VP AU ---------------- wic ; VBATH,2 I I I I PRE -WIRED CLG.FAN / CLG.FAN OF QPRE -WIRED CLG.FAN \ BEDROOM BATH 1 BEDROOM 2 ; ; �\ �,\ I I �� r----- r b qpI_------ ---i ,\ �� �__ I I -SD -ri GFI L L V //--------- wic. COVERED LANAI Q11 II GREAT ROOM PRE -WIRED `L I 1 CLG.FAN \ WP GFI If 'IT I CAFE Y1 / O �e I I I � till � 1 jj 1 LED LIGHTING LED LIGHTING LED LIGHTING ® DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. BATH I BATH 2 BATH 3 LAUNDRY \ GF I I 0 METER FIELD VERIFY FOR IRRIGATION ,qq TIMER ty I� GFI CLG. OUTLET 44'AFF. T I I I 3�CAR I GARAGE ' I I GF L — � IS LIGHT 44'AFF. SWITCH IN ATTIC r GFI CLG. OUTLET GFI• 44'AFF. i I � � •IRf�Co1�CJ 1�1 ` U FOYER I I I I I I I I I I ar. IGiwp I �V 1 BEDROOM 4 / L I I I PRE -WIRED CLG. FA 4 ; BATH c111 I I I LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE 6D2 HOUSE PUN: I 2 MODEL BABBBBBBBB 2015 SOFT.GENERALUGHTINGK3VA.PERSO.FT. 610 2 20AMPAPPUANCECIRCUITATSSDOVAF.A. %md 1 LAUNDRYCIRCUITAT ; I MNGEATNAMEPIAIEMDNGMC00KTOP/OVEN 32, I WATER HEATER q I DISHWASHER 1,2 1 CLOTHES DRYER 1 DISPOSAL 1 MCROWAVE ; I REF. 12 SUBTOTAL OF GENERAL LOAD FIRSTIOWAOFGENERALLOADAT ]OOIi 10 RENNINDEROFGENEMLLOAOATAON 26A4 VA.X OA I TOTpI NETGENEMLWAO 2A61 6 TON HEAT PUMPTN 28Ah9 K 210VA 6 WKW ELECTRIC HEATAT641i 650 NETGENEMLLOAD 24 NETTOTALHEAT 132 TOTALWAD 33, FUTIIREGROWTH W N 3363 CALCULATED WAD FOR SERVICE 37,217VA/ 2W V. 235 AMP 200 AMP SERVICE REQUIRED B=. ALLBREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 21072 RECSARV&NTS. NEUTRALCAICULATION: UGHTING, APPUANCC LAUNDRY WADS: 14,283 VA 3000 VA @ WON, REMINDER 0 3M NETWAD 6,80 VA RANGE IZWO07M 9, VA DRYER: %DDD670N 3.SW VA TOTAL 1&8AB VA NEUTNALANPACITY: 144BW2i1.73A 42 AL NANIMUM NEUTRAL CONDUCTOR, I `Q PRE -WIRED I V CLG.FAN I I BEDROOM 3 ° i rtn I PRE -WIRED FOR COACH \ LIGHT 1 I N PRE -WIRED FOR COACH LIGHT I I' I' I Ir I' II I III I' liI IT I' II I I i I PRE -WIRED FOR COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • P-0' PROVIDE 3 2/0 CIL 1 % CU GNP 2" CONDUIT OR PROVIDE 3 4/6 AL. 144 AL GPO IN 7" CONDUIT. (CONDUIT TO 71114MINATE ABOVE 60FMT • OVERBIAN ) 200 AMP ELECTRICAL RISER NOT TO 6CALL GENERAL NOTE6: COMBINATION A ELECTRICAL MATERIALS AND 11N6TALLATN7W SERVICE SMALL COMPLY ITN ELECTRICAL PROVISIONS OF M DI6CON ECT WITCH AND THE LOCAL CODES. AND ELECTRIC ALL LOCAL PL7IRR C'GMPANT FtMIREM' D". METER IN N1EMA B. ALL CONDUCTORS MALL BE TYPE TMIN/TNW DR ENDLoOURE ULE66 NOTED OTIlIlGWL ® POWER COMPANY TRA NGFOR'IER PROVIDE WO AMP. 120440 VOLT, I PHASE 6EOONDARr RECTRCAL GERVIC'E. PROVIDE S 2/0 COPPER (CW N 7" CIA 604EDDILE N PVC C0HOWT OR PROVIDE 3 %N ALUMNA (AW IN 2" CIA SGNEDX.E Wo PVO CONDUIT ULC66 W tVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DD. TTLV'I30ME _.. C.iBLE lawca IBITRAGICE 6lMIVICE LOINPPmfT ENTRANCE! BOUNRIONT INTER6YOTEM BONDING TERMINAL AT LOW VOLTAGE CONNCCTION6 1 N4 CU WERVICE GROUD CCNNECTED TO CONGt7C ENQASED ►OorCR 6TEEL PER CLECTRICAL PROVI NOM OP RecR TrM lDLTION raeBe� 6q" DIA X 6 R LONG COPPER CLAD GROUND ROD RIB A R C N 1 T E C T E GrouSoIn i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 www.abdaslgngroaP.COM AA S: Q 03325 4 ti A � stynDm AB LOT: SILVERADO LOT #14 BLK. #14 PROJECT 03719.000-14141 uODEl "2558—HAWTHORNE" GARAGE STUNG: RIGHT PAGE: ELECTRICAL PLAN 150zMPH EXP. B DAATTE; 1/28/21 EC.%=: 1/4"=1'-0" EIHEET E1 HB I I 1 r I m w m 0 I I I I I I I I L I I I I m I I I I I I I ILi I C I I I I I lu I j I —_ -- I ------- j j -- I i I I I 1 I II I I I I C II I I 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 1'I'-5' -B' Il,_0• I I I I I I '_�' 12'-II' I I I I I I I I I I -- 15' 3° 2' VTR I KITCHEN 51NK ►� _—q — — — _ v IW AUTO VENT �1XI`� • • n " h I I > I 2' 2 2' yTR AT 3'I ILAI LAV. L I 3. 3• 3. L VI YT I ------ O— ------ I I 3' 3• 3' 3' LIAswm V I O SFNIA� 4• WASHER 3 LJ Ell 2 TUB HD = - TO MAIN PRE -PLUMB — L.T. PLUMBING PLAN SCALE, 1/4' " I'-0' PLUMBING RISER NOTE, ALL PVC PLUMMD TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PR0141151TED. A e c N I T e c T: Grown AL N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.00m AA N: 0003325 e tMDIV. & LAT: SILVERADO LOT #14 BLK. #14 PROJECT 03719.00t-14141 MODEia "2558-110THORNE" GARAGE 8WD10. RIGHT PAGE: PLUMBING PLAN 150 KEH E B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE86 THEN R-to RATING. ALL SEAMS SHALL 15E SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER FBC 1TI4 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 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 SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOM$, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL DE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. 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 DIFFUSER — SOLID LNE• SUPPLY TRUNK — BROKEN LNE. RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT IS PASS-THRU AIR GRILL SCORATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 56000 IN81DE SERIES NICKEL BRASS TOP CAULK P.VJC OPTI/BPEC FLOOR SLAB CLEAN -OUT (T COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING A i C N I T i C T i 6 Gro�up�. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeGigngroup.00m AA /: 0003328 t SEE SPEC. a I'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN -OUT (T�) SECURE STRAP TO CONC. CONDENSER W/ M-3/16'XV TAPC011 UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO WIT W/ (2) 4,��� 4SXI 1/4' 814T. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' PIA OVER HEAD • 12' FROM STRUCTURE NOTEr�ALL HVAC TO HAVE PROPER FOYER I ENTRY I PANS W/ DRAMSATTIC8 (:12 O OEXTERIOR WALL PLENUM fAIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES 6X10AIR HANDLER EXTERIOR WALL I cl ® I y 3/4' PVC CONDENSATE DRAIN LINE BEDROOM-4 BEDROOM 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB cc T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT p TRAP ORAN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - - - - FBCR 1TH EDITION (2020) MECHANICAL DLDG. CODE SECTION 301.2.4 HVAC DRAINS MECHANICAL PLAN SCALE, 1/4' • 1'-0' aysa:v ac i.oz': SILVERADO LOT #14 BLK #14 PROJECT 03719.000-14141 MODELa "2558-HAWTHORNE" GARAGE 8WING: RIGHT PAGE: MECHANICAL PLAN 150 MPH 2X4 TOP PLATE PRE -FAD TRUSS IQ' CLG. BOARD In' DRYWALL �. Tq)r SECURE ST. - PLATE TO SLAB W/ i®d MASONRY NAIL • 32' OG. MAX FIN. FLR. 2X4 WOOD STUDS 624' O.C. SLAB ryViG: VIUVa IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON-BRG. D' SCALE. 3/4'-I'-V' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ ll)- B (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM Dl SCALE:3/4'"1'-0' A" AV wa WLN p Nc &Am PM mw Ur �, vEllTIG1L 7RK1C� I- sr DOOR 28GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS H'°rr Dl SCALE: 11/2'"I'-C' FIBERGLASS BHNGLES FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNOERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SM.U. FIBERGLASS SHINGLES AS PER FBCR W51.1. • EA END ROOF SHEATHING THICKNESS AS PER FIBERGLASS SHINGLES WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKNG BETWEEN TRUSSES AS PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET ON.WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER AS PER FBCR 905UU. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET ONI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE — PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 9' 9' SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER BOARD REFERENCE ELEVATIONS O. ELEVATIONS RE STRUCTURAL - PER ELEVATION VENTED SOFFIT 410 VENTED SOFFIT If SEE ENERGY CODE FORMS FIR WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG � NSULATICN R-VALUES PRE- 00 TRUSS THICKNESS, AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER MIL. DRIP EDGE PER ELEVATION MIL. DRIP EDGE FASTENER SCHEDULE INSULATION PR ELE ANION SWEET SNI. SECURE PER 1' 0' ON SWEET ON] FASTENER SCHEDULE 2x FASCIA PER p p. 2x FASCIA PER 5/S' GYPSUM BOARD OR I/2' ON SHEET SNI. ELEVATIONS ON. I R-4U INSULATION ELEVATIONS PRE-ENG. GABLE TRUSS NIGH STRENGTH CAA. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANIFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OG, 2 COAT I IR1/2' THICK, 2 COAT PORTLANDSTRIPS Ix2 P.T. FURRING THICK, 2 COAT PORTLAND S' CMU DIRECTLY PLASTER APPLIED /2' THICK, A' GYP. WL.ED. • DECTLY TO MASONRY 1 CEMENT PLASTER APPLIED 1/2* GYP. ILL. BD. PORTLAND CEMENT CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BABE DIRECTLY TO MASONRY 0'-0' FIN. FLR.L I 0'-0' FIN. FLR 0'-0' FIN FOR. 0'-0' FIN. FLR G m. 8' CMU G . 11 . a a W/ WINDOW OPENING B TYP. WALL SECTION (-.,W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT %511-STORY GABLE BLOCK WALL SCALE: 3/4'.1'-S' SYSTEM IS REQUIRED. FOR ROOF SCALE: 3/a'.r-a SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 A R C N I T L C T= 6 Grown 1441 N. RONALD REAGAN BD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.wIn AA N: 0003325 avaDty +k LOT: SILVERADO LOT #14 BLK #14 PROJECT 03719.0000-14141 MODEL: "2558-HAWTHORNE" GARAGE E11RNG: RIGHT PAGE; DETAILS V.150/i(PH EXP. B Tim 2X6 P.T. • CENRR OF DOOR HEADER SECURED W (U V2' X G' J-BOLT W 4' MN EMBEDMENT W 2' X 2- X IAr WAGHM 4 NUT opt W (2) I/2' X S' ANCHOR BOLTS W 4• MN EMBEDMENT W 2' X 2' X VS• WASHER NJT SEGUE"G.":v " RAT TO BLK ® W MASONRY NAILS. 2X6 GI GARADOOR B ICK SEGUED W AI (S) V2' X S' J-BOLT OR CHDR IF BOLTS. LLV 4' MN EMIOEDMIEW, W 2- X 2' X W WASHER 4 NUT. (1) UTHN 1. OF TOP! () WITHN 6. OP TM BTM. (3)1vI Tjy SPACED. IVNOTM go E ALL ANCHRS OOKA" BE IN ACCORDANCE TO MAKFACTUtEWS INSTALLATION INSTRUCTIONS WMEIE SU04 INeTIl1GTle*M A� MN a@ 6TOdONT GARAGE DOOR 1 BUCK ATTACHMENT 3 scAL6 vr.rw S' CMIJ I*' DRYWALL bc4 P.T. OR D/4'X4' MN SECURE RNRU FRAME 4 a 'NA EXTEND 1-V4• INTO P.T. ILER BLOCK W 3/16'TAPO" DOOR CAGING (MIL SHANK SIZE .145MIL MEAD GIZE 300 MN EMBEDMENT 1-1/4' WITHINS'F E OACH 1INo DOOR JAMB OR WINDOW 4 W O.C. MAX SPACING ATtACU TO 2X PER MANUFACTURES DETAILS. NCR, 814IM AS NEEDED TO PLUMIA JAMB (DO NOT EXCEED V4.1 DOOR JAMB TO BLOCK +3/4" OR +5/4" r1RI r TO BLOCK +3/4" OR +5/4" �R 2XM BE GECBE TO BLOCK W 3A6'TAPCON6 MIL SWANK SIZE .146 MIN. MEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN S• CF EACH END 4 b' O.C. MAX SPACIAL DO, m SECURE TO BLOCK WV2) 3116' TAPCONG (MRL SHANK SIZE 145 nN MEAD SIZE 300 MN EMBEDMENT I L4') G, cm WITHIN S' OF RA04 END 4 b' OU:. MAX SPACING. N' DRYWALL 2XM ® a I'X4• GEM TO BLOCK P.T. NAILER WK2) SAW TAPCONG (MR SWANK SIZE JM DOOR C.461MG MIN. bIEAD 612E 900 MN EMBEDMENT 1 V4') WITHIN S' OF EACW END 4 b• OG. MAX 6PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER M~ACTUEG DETAILS. NOTE, GWIMA6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" `J/1L/INDOW TO BLACK +1 1/2" is�Il3 2X4, US SECURE To BLOCK III? 3A6' TAPCON6(MIN. SHRANK SIZE .140 MIN. WEAD 617E 300 MN E'TBEDI'ENT 1 1/49 WITHIN G' OF EACH END 4 b' O.C. MAX 6PACN& 2)(6. m GECUE TO BLOCK W!2) 3/16' TAPOON6 MIL. SHANK SIZE 146 MIN. HEAD 64ZT J00 MR EMBEDMENT 1 1/49 WMWM S' OF EACW END 6' Ely 4 W Or- MAX GPACN& V2' DRYWALL 2XM cm SEGUE TO BLOCK NX4' WI(2) 3/16' TAPCONS P.T. NAILER MIN. 614AW SIZE J46 TAG. OA.EL X 4' MN MN MEAD SIZE JIM MR EMBEDMENT I V4') DOOR CASING WITWN G• OF EACW END 4 b' oa MAx SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUM IS JAMB (DO NOT EXCUED V4') DOOR JAMB TO BLOCK +1 15/16" /;,1LfLNDOi/ TO BLOCK +1 15/15" V 2X4, BE SECURE TO BLOCK W SAW TAPCONS MN. SWANK SIZE J45 MR WEAR GIZE 300 MN EBEDIENT 1 1149 WITHIN S• OP EACH END 4 W O.C. MAX SPACING. (NOTE. 6TRJCT3111AL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SEGUE TO BLOCK TWRCJGN NCN-STRUCTURAL WK2) WIG' TA"CONG FIG' TAFCON MR 1414' MN SWANK SIZE J40 EMBEDMENT INTO BLOCK MN WEAR Gin 300 MN EMBEDMENT 1 1,14') WITHIN S' OP EACH END 0' Cy 4 W O,C. MAX SPACING. IR• DRYWALL 7XG c GECUE TO BLOCK PX4• WK2) SAS' TAPCONG P.T. NAILER (MRL SWANK SIZE J46 DOOR CAGING MR NEAP 617E JOO MIN. EMBEDMENT I V4') WITWIN S' OF EACH END 4 W OL. MAX SPACING, DOOR JAN'B OR WINDOW ATTACH TO 2X PER MANLFACTUES DETAILS. NOTE. SWIM A6 NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" w TO BLACK +2 1/4" 2X4, 01111 SECURE TO BLOCK W3/16' TAPCONS (MR SWANK 61ZE .145 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITWM S' OF EACH END 4 W O:C. MAX SPACING. 2X4, IN! SECURE TO BLOCK W 114' TAPO" MN SWANK 612E .146 MN HEAD SIZE 300 MOIL EMBEDMENT 1 V4•) WITHIN S' OP EACW END 4 b• O.C. MAX 6PACINI 2)(6, NEC 2X6. SECURE TO BLOCK SECURE TO BLOCK W(2) 3/16' TAPCONG WK2) V4• TA --4" (Mfl1 (MK 61-IAK 617E JO SWANK SIZE J46 MN MIN HEAD 617E 300 MEAD SIZE J00 MIN. MR EMBEDMENT I V4') EMBIOMEiT 11149 WITWN G' OF EACH END S' cm WITHIN G• OF EACH END 4 W = MING. • W. O.C. MAX 8PACNCL S, Gy 2XI. ® IR' DRYWALL 7Xi. 01110 ❑ LW DRYWALL SECURE TO I'X4' 6CCURE TO BLOCK I•X4• WA 7) !/16' TAP -CONS Pt. NAILER WK2) V4' TAPCONS P.T. NAILER MIN GWANo DOOR CAGING (MN GWANK 612E J46 MR MEAD o MR HEAD SIZE 300 1/16' OAJ6. X 4• MIN. MIL EMBEV4•) MN EMBEDMENT I V4') WTWIN G' OEMD Wt14N G' of EACNU EJD DOOR CASING 4 b'0= M 4 b' OZ.MAX SPACING. DOOR JAMS OR WINDOW SPACIN& DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 7x PER MANUFACTURES DETAILS. MAr4rADTwE6 DcralLe, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" @wrNTUrw 'PO r111fN:K aA" 2)4, BE GECNE TO BLOCK UV SAG' TAPCONS MIL SWANK SIZE .145 MR HEAD GIZE 3" MN EMBEDMENT 1 1/4') WITHIN G' OF EACH END 4 W OG MAX 6PACNG. NOTE, STRUCTURAL 2X MAST BE 2X6, ® ON OUTSIDE 4 SECURED BECU N TO BLOCK TWROU(M4 NON-GTPWTURAL UK2) WIG' TAPCOM Jam' TAPCON MN 1414' MN SWANK 61ZE JAG EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MN EMBEDMENT 1 V41) UT14N S' OF EACH END S. Cy 4 W OGM MAX SPACING. r- 1/2' ORY PALL 2XG, ® I'X4' ORCURE TO BLOCK P.T. NAILER WK2) 3/b' TAPCONS MR SWANK 617E JAG DOOR CASING MR HEAD GIZE 300 MN E'BBDI" W I V4 ') WITHOF EACH END N G' MEMBER WK7.T7d WITHIN 4 b' Or- MAX 6PACNG. DOOR JAMB OR WINDOW ATTACW TO 2X PER NOTE, SWIM AS NEEDED TO PLUMB MANUFACTUREG DETAIL& B JAM(DO NOT EXCEED V4') 2ND 2X SEGUE TO 67M CTURAL S' OF EACH END 4 i• TO S' OG. MAX DOOR JAMB TO BLACK +3" �w 'm arn.y cr( 4._ NOTE, 614M A6 NEEDED TO ft" JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/10" /1L1IND01► TO BLACK +9 7/15" 2X4, BE SETO BLOCK W V4' TAPCONG MN. SWANK SIZE J46 MR HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHN G' OF EACM W47 4 W O.C. MAX 6PACN& 2X6, 11111113 SECURE TO BLOCK WT2) V4' TA°CON6 MN SWANK SIZE .145 MN MEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN S' OF EACH END 4 W OG. MAX SPACRK". 2Xk% � SECURE TO BLOCK WK2) V4' TAPCOM MN SWANK 617E JO MN HEAD SIZE 300 MN EMBEDMENT 1 V4') EAM WITHIN S' OF CW ED 4 b' Or —MAX SPACIN NOTE. STRUCTURAL 2x MUST ISE ON OUTRIDE 4 SECUREDTWRCX 4W NON-STRUCTURAL 3/16' TAF CON MR 1-V4' EMBEDMENT INTO BLOCK t_Y S' Cy 1/2' DRYWALL ElVX4' P.T. NAILER LPL I' P.T. X 4' MR OR DOCAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN UFACTURE6 DETAILS. NOTE. SWIM AS NEEDED TO F%AMAM JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" o IIiND0W TO BLOCK +3 3/4" 6 Grown tl N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774,8078 FAX 407-774-4078 www.abdesigngrouP.com AA 0: 0003325 emus ammo ausDm ae WT SILVERADO LOT #14 BLK. #14 Piltoj SCT 03719.00 -14141 DILODEU "2558-HANTHORNE" GARAOLB 9TIMo: RIGHT PAGE: DETAILS 150 MPH FXP. B 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 12473.1 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. WOODCONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 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 22/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2022 12496.3 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 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/29/2022 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 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 1"19.1 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 22/32/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-116 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-119 CLOPAY BLDG. PRODUCT CO. OCT. 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 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239562 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU OCT. DOORS 8'-0" SWINGING EXT. DOORw/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR W31/2024 15216-118 OWENS CORNING . RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3192.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-R5 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 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST 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 Mo i In 41 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.com AA#:0003325 Jsvmmv. as F.o'I" SILVERADO LOT #14 BLK. #14 PRO 00 -14141 MODEM. "2558-HAIITHORNE" OAJRACE 81WINO: RIGHT PACE: PRODUCT APPROVAL LISTING 150 PH PREFOR`ED CONTROL JOINT FLANGE OF CONTROL JOINTS Td M WIRED TIED TO LATH • S' O.C. MAX (VERTA LPL DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS lEYOND E)710EPr STAPLES WV %, Les MAY = USED TO TE'1P. NICIGS CONTROL JOINT OJI NG INSTALLATION —� FASTENERS TO BE SPACED • 1. Or- MAX VERTICALLY LATH SHALL EE CONTNDIA UAW COAT CEMENT WON, LAYER 4, FDRTR90ER BUILOINIS PAPER APPROVED METAL LATH FASTENED -1• (VERY.) Oa MAX AT SUPPORTS Wm LAYER 9. STUCCO WRAP WOOD GMAT14M TMROUGFI CONiRI JOINTS !!UT SE! STOPPED TWO AT MACLA SIDE. PROVIDE 2X4 OLaKNO PER ASTER CIOSD PLACED FLAT MAX. S' TO e' PRO, CONTRq. JOINT WHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO M NAILS OR— I i OTgAC11.RAL enD FASTENERS STAPLES IN COMPLIANCE W( ASTM CW61 I. WIRE TIES TO 0E (NO. IS) Om41W URN L DLOCKIN6 SHOWN MAY BE IN ADDITION/ \ rO WALL STUDS REMAINED PER PLAN I I INip I I,I III IA I p O"M" TYPE CONTROL JOINT OLgLDRAWO.FT.A i i OL HOLD ARAND R. A X COWAN • FT. S 3, CLAM • Pf. C L7N"VYS OWN OLFCU. MIND •Pf.A L CIMA/R • Pt. S FOLD .w • ® l FOLD F71AN0 • R. A 3, OMAN . Pr. c w MOLD Pr. c OVER Pr. S TILL Pill. C TCICf= SDTIcm KM10S R. r SD1Tw, ALTAR STATOR TKw SEAL POLO, I# TZ CGT. WIND LATER -2. FORTPIOER EWLOM PARR ow" c7Lr) WPM LAYER ". STUCCO WRAPRgwu CNLY) LAP LATIOO SOLDNS ARM avm KAILINS PLAN= NCP —IwM{CRCM FLAMSO (AN INSTALL FASTENERS (CLIPS. - NOTE, STRAPS. STAPLES) AS APPROVED BUILDING WRAP REONRED TO "am SHALL M LAPPED A MINN-W OF FNPEJ WIRE TO FRAMM S' • VERTICAL LAPS (ROLL UPS LAYER al, ENDS) A S' • HORIZONTAL LAPS, STUCCO GRM ALL GE" NEED TO SE TAPED LATH VERTICAL LAP TO DE I' WITH FONITIDER SHEATHNIS TAPE WON, LATER 9, PORTPOM / EUILDING PIPER METAL LATH •N1S• SELF -ADHERING MR11 BANE / \ FLA MM OVER ONLY SELF-ADIERM POMBRAM FLASHM OVER APPRDVED / r nN LA' • ntTAt LAiN \ mom GIMP. TO lX190 ONTO IMPE d.ASFINQ� 4.4' SELF-ADWEPOO ME8'dRANE X X X 1LS1I1143 OVER APPROVED _ H7OUSE uRAP. lLASHS)6 TO o(TEHo ONTO PIPE . IT METAL LATH I' TNIQG ! COAT CR ENT ' C NT. DEAD OF Sill WIS LAYER'1, I STUCCO WRAP PLASTER r"17ALL APPROVED WOUSEWRAP AIR FETAL LATH INFILTRATION BANNER OVER MN T / I WRD LAYER 4. FORTPIpER WINIS YR8 LATER 4, PDRTPIEER OUILDM PAPER .F_T CTION) NG PAPER / W IS LAYER C.VFI FINISH l MWALL SEINM — eTueeo uRAP JI / ' WOOD SHEATHING SECTION Fxt•"a tmF of portlano omm pheter ah"A wmWy wSt th• 92Obn VI C regWnmsr"" of ASTER C 828-teb. LTA''1'uCV InstalfAGon of..tae-Wh7g"ft ttp ALL LAP shell wmply with ASTER C 1083-78", roVAPER LAP SCALE, I VY•I'-O' orASTM 1707. .7STALL N7DTCIR PLASM AT SOTNOL OF ROOF am" NtONGT101! VERTICAL LATH &PAPER DETAIL WOOD NOML "Am SDE LAPS OF METAL PLASTER EASES SHALL EUR,pI BE SECURED TO FRAMING MlMCCRS. PAPEF THEY SHALL M TIED WITH 0AT416-K (12t-I'M) STU)m WORK AT INTERVALS NOT MIORE THAN S' (23S-MM1A AS PER ASTER CIOS'J. ® KICKOUT I= FS ,A,MQTEAM GAR= LAYERS, TENS DETAIL M MAT ROE PATCHED UW410USE WRAP TAPE PER MANU F SPEC. OR RISE. 4 STICK SM GRAL ASOO OR DD"D.D1 4'"4' FLASWINM TO Exrec ewro rIPE P OR LESS MR PENETRATION CUT MD OYMN AP ONE SIDE OFF SELF -ADHERING MEMBRANE FLASHING STEP el �_ 1PIPE WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING KTA 4• 6• INC072t791ifflI LEGEND S'Fr' SELF-ADHERM6 E bR IE FLAIP MA ERIAL) TVER 'HOUSE GRIP MATERIAL) OVER 4NE GELF-ADHERIMOVER AO"ERAIE FLASNINQt OVER APPROVED HOUSE WRAP. FLASNRG ro ExrENn aNro PIPE 10"'ILIA DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LAYER *2 CFORTIFI5ER ...... — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO I '''�":� WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO 5E PER SECTION R703.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF SILVERADO LOT #14 BLK #14 PROJECT 03719.000-14141 MODEL. "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 APH INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF Tog EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. 61DE6. 3. TOP VENT CAP 16 TO BE SET IN BED .;.� OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO DE TOOLED 60 AS TO DEPLECT 4, WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL 1 JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON qLL SIDES,Ys CAULKING • JOINT I ALL AROUND I I PER SECTION R703.7 EAwlor IBtl; M and Olaalarkg BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92618b. Xc Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER "I, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER c�iucrioN� —METAL LATH S' CI N VINYL CASING BEAD W RAISED BAND S 76' TO AP MID•uuu_L DEEP SCI�ED 6' WIDE STRIP Way ADHESIVE FLASHING, CLEAN MASONRY ISEFORE APPLYING Z FLASHING STONE YN EEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER —' —' —'- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MAN)F. SPECS-) 15UILDM PAPEI UNDER 'GUICK FLASF A VENT PENETRATION SCALE, N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRS LAYER a2, FORTIP15ER BUILDING PAPER 3 COAT CEMENT 1e' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL IORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEW'ZAP FOR BOX INSTALLATION WRB LAYER sl, STUCCO WRAP HOUSEWFAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER "1, STUCCO WRAP WRD LAYER 7, FOW F15ER BUILDING PAPER METAL LATH -Va' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRICTURM. MEMBER • T OTC. MAX TO wue xu' 6' WIDE STRIP SELF ADHESIVE PLASWI IG. CLEAN MASONRY BEFORE APPLYING I" FWaH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER P, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP "5 STEP #(o 0ELECTRICAL RECEPTACLE A7GgrO.nTm 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 S I� 3 etmwv. a LOT SILVERADO LOT #14 BLK #14 PROJECT 03719.00-14141 MODELS "2558-HAWTHORNE" GARAGE STRING: RIGHT PAGE; WALL ASSEMBLY DETAILS 150 H W. DA 'Z 1/28/21 ISOALE: 1/4"=1'-0" WA WOOD SH WOOD CONSTRUCTION 'Yi HAT CHANNEL TYPE 'X• ORriIALLf D SHEATH64Cs ; WRD LAYER 01, STUCCO WRAP PLICK HASTE 3 COAT C EXT. WOOD FRAMED WALL WRB LAYER 9, 6UB-PLOOR DECKING STUCCO WRAP WRD LAYER 4, FORTIFIBER PRE-1100D Tft" BUILDING PAPER J' THICK, 3 COAT CEMENT WEATHERBLAMER PLASTER WEATHER PW TI E 6' OAF. • TOP OF WEEP SCRIBEDTI 12 TO 84-EATHING 15EI.41ND WEEP SCREED THICK ! GOai CEMIASTER R 4' POSITIVE DRAM WEEP MORRO METAL LATH — WOOD SHEATHING — 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW \ WRD LAYER 9, STUCCO WRAP ' WRB LAYER -2, FORTIFIDER n1 I BUILDING PAPER 6' SELF-ADWEFtEING WARD LAYER 9LASHING WRAPPED STUCCO WRAP �a / • CORNER OF CANTILEVER AMICO AM66-WRAC-Tbm 1 y ° 4• POSITIVE DRAM CUSTOM CABINS, BEAD _ 2 uERP areeen NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE, 11/2'•1'-0' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT NAT CHANNEL WV TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION D/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH 1' THICK 3 COAT CEMENT PLASTER 1 WOOD CONBTRUCTICN .WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 4 J' T141M 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNSTRUCITON 41lEATHER RESISTIVE BARRIER 9 AUEATHER RESISTIVE DAIRRIER *2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD BREATHING HEADER/SEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) r% EXrEBOR GRADE Y♦' GAP FOR BACKER DRY WALL ROD 4 SEALANT — i' TWK 3 COAT CEMENT VINYL CASING BEAD PLASTER ER MAD WATER PROOFING •Isl t_ -- - r - CA&M MAD LAYER (2 LAYER PEE 4 STICK) PLUM'N SHEATHNG FATHER RESISTIVE ARRIER 9 EATHIER RESISTIVE ARRIER Q OAF. \ -EEL 4 STI_IK I Jy'x3' 'L' FLA9WING FULLY EMOEODED IN ROOF CEMENT I JIV X 3. 26 GA GALY. METAL DRIP ROW SET IN FULL BED OF FACE TO TREX (LEATHER RESISTIVE BARRIER 9 UEAT14ER RESISTIVE DARRIER 4 EXTERIOR COLUMN .4COLUMN 614EATWMG LEGEND s BTI W SAE' \ PEEL 116'x3''L'FLASHING, DRAINAGE PLANE (WR5 ® CEMENT EDE TDED IN LAYER 01, STUCCO WRAP) I K' X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFI5ER — — — — — CANTILEVER DRIP I VXI)1' P.T. OR BIMk)LATED 0 SET IN FULL BED OF SEALANT,x•MIN. 5UILDINCG PAPER) WOOD (TREX) FILLER, EDGE &PACE PROM DRIP Y1 GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH X-X-X-x OPT. BACKER ROD. WATER PROOFING let !' X 3' 26 GA GAL V MODIFIED 9m LAYER l2 LAYER PEEL 4 FINISH LAYER (2 LAYER METAL DRIP EDGE 3/4 RESILIENT STICK) WRAPPED FROM STUCCO PEEL 1 STICK) SET IN FULL BED OF HAT CHANNEL DALGONY DECK TO 6' FEEL 4 SPACE xFRb'I.9IN. VINYL CASING BEAD CANTILEVER WOOD OR i/IfpO' ZfP WALL STICK •DRIP EDGE TO PACE TO TREX i' THICK 3 COAT CEMENT PLASTER SHEATHING DECK D/B' TYPE 'X' DRYWALL METAL LATH W/TEXTUIED 4 PANTED WOOD SHEATHING SELF-ADHESIVE FLASHINGz — — — — — & GAP FOR BACKER FINISH 11j70 'Yl P•T. OR 61HU-ROD 4 SEALANT 1' THICK 3 COAT GEMEWT 4' POSITIVE DRAIN Ut70D (TREX) KILLERaTED vwm �AAw . s An PLASTER WEEP BCREEp WATER PROOPMG IK' WEATHER RESISTIVE LAYER l2 LAYER PEEL FARRIER 9 VINYL CASING — (SHOWN FOR CLARIFICATION OF BEAD J SEPARATE ACCESSORIES ONLY) ,F 6TKX) WRAPPED FROM -� WEATHER M546TIVE BALCONY DECK TO �P CANTILEVER :>•• BARRIER .2 BALCONY DRIP 61 RIM 4STICK • DECK MEMBRANE 11C EDGE INSTALLATION ® COLUMN COPEDGE TO DECK OVER DRIP S IB FLOOR EDGE E (W/" L" FLASHING, ®® 3' X 3' 26 GA GALV. SCALE, NT8 UJOOD SHEATHING METAL DRIP EDGE SET IN PULL BED OF , 1)J'A W P.T. OR SIM'IULA WOOD (TREX) FILLER 611ALANT,1f' MM. SPACE FROI'1 DRIP UIIRB LAYER h, .. b . CONTINUOUS FACE TO TREX STUCCO WRAP YV SAP FOR BACKE VINYL CASING, MAD 2x FRAMING FEMISM ROD t SEALANT WATER PROOFING lot ]' THICK, 3 COAT CEMENT ) WOOD SWEAT FINISH LAYER (2 LAYER PEEL t 6TICKI LAYER (2 LAYER PEEL STICK) WRAPPED PROM PLASTER WRB LAYER �, FORTIFIBER y 3/4 RESILIENT BALCONY DECK TO 2 ice.�� BUILDING PAPER I 14AT FASTENED TO SHEATHING WRB LAYER "I, d' THICK 3 COAT CEMENT PLATER S • i• Or— MAX; METAL LATH N I STUCCO WRAP METAL LATH -' b/6' TYPE A. DRYWALL WOOD SHEATHING WEATHER RESISTIVE ^ u3s5 LAYER 9, �' THICK, 3 COAT CEMENT ! ; WRB LAYER 02, FORTIP15ER UIREXrdRED t PANTED FINISH BAMER9 STUCCO WRAP PLASTER ""- ' BUILDING PAPER I' ITu, G3 COAT CEMENT WEATHER RESISTIVE BARRIER a• PtMlTiva DRAI N 4 >WOOD SHEATHING &'SELF-ADHERING ' 1 ' METAL LATH IR METAL LATH FLASHING, ` •4 THICK, 3 GOAT CEMENT VINTLCAfiM BRAD NO GAP M FIELD W!B LATER 02, FORT6gBER (EXPLODED (6HouN POR CLARIFICATION OF BUILDNG PAPER V NEW FOR PLASTER SEPARATE ACCESSORIES ONLY)'1 CLARITY) DRIP BEAD ® FRAME DRIP GAP W. IZ EDGE INSTALLATION SPRNERBALCONY ' WINDOW FLANGE 1, 2 1/2' CORNER BEAD (FASTENER 4 SPACING 0 I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a14B/ � R�CORNER BEAD 0 BLOCK WRB•LAYER h, STLK1 WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R 6 N 1 T! C T I 6 obsSi; In GZ 1�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdeslgngroup.eom AA 8: 0003325 Oil amm, OtTUDIV. ae LOT: SILVERADO LOT #14 BLK, #14 PROJECT 03719.00-14141 21EODEL: "2558-HAWTHORNE" GARAGE awDJG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 PH EXP. B Yi GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING cATO TRIM METALS IX TRIM MEMBER ATN LE G E N D WRB LAYER h, * STUCCO TO STUCCO URAP SIDING TRANIllf� UMAVER $T, FORtIFIBER DRAINAGE PLANE (WRB STUCCO WRAP SIDING TRANSITION WOOD SHEATHING BUILDING PAPER LAYER °I, STUCCO WRAP) WOOD BHEATHMG WRB LAYER 42, FORTIFIBER SIDINGWRB LAYER S2 (FORTIFIBER — — . • — BUILDING PAPER ! WRB LAYER "I, `° BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x 177777777777 i' THICK, 3 COAT CEMENT ! WRB LAYER 02, FORTIFIBER S�CO WiAP WRB LAYER M, STUCCO STucco WRAP PLASTER BUILDING PAPER WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING J' THICK, 3 COAT CEMENT LASHING DH REING STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODEDPEEL CASING BEAD S: VIEW PLASTER PLASTER SIDING TO STUCCO 'r. CASING BEAD , ;.-_------------------------------------------------------------------------------------------------ - DRIP GAP WIRS (CROSS SECTION) J' THICK, 3 COAT CEMENT SEALANT PLASTER ` WINDOW FLANGE METAL ; METAL LATH i VINYL ANGLED ` WpC °T�ION I 1 CASING BEAD ; 'p W= WEATMING 1 ' I WRB LAYER'2, FORTIFIBER BUILDING PAPER : uc EAnRRESrorWE i♦ i WINDOW FRAME METAL LAtH '� Y;'AP°Ic�+G �\\ I —• WRB LAYER a2, FORTIF15ER �" nevsiiy ° Rnaa .. BUILDING PAPER FLAMING THICK 3 AT CEMENT L i PLASTER a PLA04M s � 1 � SWEAWWER rt616"A I E-Z BEAD VINYL CASINGMM 1 ' eTARTER °TRIP i \ \ WEATHER Ift"TWE ; (W/%' FLEXIBLE PVC SACKER ROD) OL VSELF-ADHERING \I \\ °aM R I FLASHING RaaoC&ALV4DMG I INS i DRIP CAP AL X WR�4M i WRB LAYER WI, STUCCO WRAP, I • x °' SWWLATED WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRIM neeR I CASING BEAD Ca? WINDOW / \ x °W"WILATED I 6' SELF ADHESIVE FLASHING (FRAME, W/BAND) ' T'"'"° WOOD SHEATHING 15 C � W�KW� 2X FRAMING \`` �'�'I'I'IWALN+T \` MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCOQ_R�u__�� F FOR CLARITY ® BLOCK TO FRAME------------------------ ---------- ------------------ 9 TRANSITION — -------------------------------------------- i -------------------------------------------------------- y4' GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. I METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER 01, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 7, ; WINDOW FRAME WOOD SHEPATHEIRG STUCCO WRAP WOOD SHEATHING i WRB LAYER 7, FORTIFIBER i IUY� TIMGTION °' SELF AONERM BUILDING PAPER i WRB LAYER °I, 11O°D FLAMM °"AT"M6 THICK 3 GOAT CEMENT WE.4TNERREMaTIVE �/� ,IIIIIIIATHER J' STUCCO WRAP °°"'"�' �/ \ SMRMER q TO I LAP PLASTER ' . ! WEATHER RE616TWE / \ •• MM. ABOVE TOPVVI SAI MEN a \ OF 'L' FLAMM WRB LAYER 02, FORTIFIBER u r.xiarA L�"R°1DM6 D WEATHER WGISTIVE i VINYL ANGLED ! BUILDING PAPER °• .,DMERMG 1 8AMMM-1 1 WRS LAYER 01, BASING BEAD w, METAL LATH \\ / oa °iMaTHER bnvc STUCCO WRAP VINYL CASING BEAD i 11 atA1WTlRaTRIP (' \I \�\` �{ 6' WIDE PEEL < STICK 8 (EXPLODED � THICK, 3 COAT CEMENT I OVER FLANGE VIEW FOR PLASTER \ ; WINDOW FLANGE CLARITY) 64LVV METAL ��' '! WEATHER M6I6TIYE ; z FLAEHWS SAwMeR M TO LAP I E-Z BEAD VINYL CASING 1 I x R of z FLAMMSTO1" i 2X FRAMING (W/%' FLEXIBLE PVC SACKER ROD) ��E Pvc�"M6 �� � ATE° MEMBER -APPLY FULL BED OF SEALANT BETWEEN �a W SFF— -A� RM° ERM \ i , I FLAsMMo4D�FLANGE 4 BUILDING WRAP CASING BEAD ® RAISED FLATSHwo \ \ BUILDING BAND (FRAME) NT P�'•A°nR \\\ OR AIT�MVE' DD UA�HT �•��` WRAP 1'7 A � TTWW R I�YMarIVE "' WRATTNER �°I°TIVE ' SCALE: I I/2'.I'-0' ELM ------------------------------------------------------------------------ WEATHER Ram" SAIVMER M REx�E PVC ® SIDINGTO OSTUCCO TO FRAME —DARIMM "°T EZ BEAD WINDOW CASING TRANSITION 16 A A R C R I T 1 C T R Grown +T LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 E 04 IN BUBDty Se LOT: SILVERAD0 LOT #14 BLK #14 PROJECT 03719.00t-14141 HODELa "2558—HAWTHORNE' CARAOE ewsNO: RIGHT PAGE; WALL ASSEMBLY DETAILS 150 MPH . B D Timis 1/28/21 scALE: 1/4"=1'-0" SHEET WA4 off NOIMNRAP AT AS,' AEI.E MODIFIED •I• off N WOWS~ ONE OF SAICOW OPlNSG APPISDV® Hd NINIMP OVER SIEATHM OVER WD S,TD W4LL STEP 1 AL11N6 V EIL P RL00 BILL \J/\ PLEXIOLE PLASNNG OO NOT SEAL 601TOM FN STEP 6 M1PORARLY WOUDSUMP (0 TICK PLAP UNO at NEAP POLD vlou U N AT JAMB 1 SLOPS SS.L R STEP 7 ALNAN ILASHNO w M. EDGE OF SILL MO. MlONA11N:0I.LY FASTEN FAMED Impam (CA - MILS, WAIMILES) MULL OUPCNT PLA Al " FOLD NOUSEAMP P N 4 TAPE DIAGONAL Off . ACRWS HEADwwom Q UTOY %* NOM- ANTNOW RAW P SEALAif AT AMES AD MEAD o IPPLY w RACK OF ROAN NAILING LAMM N LSE SV W-PIMCNED IOLES OR K.OM WALL 6' FADS ADLENVE - DIG® FLExELE PLAWIP4 MAIERWL *AM V IP CAP JOINT (PROTECTOA~ 07-20 C a BMW) `"hi�o STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 APPLY ON H2u (0 NMI A. ) SEALANT A UROOUVCPA) JONT. FWD AILED PLA04N6 ILAICO UNITE -SEAL RC -Se OR EDINLA SLOPE SELL TO EN tKm IT Nf M COWACTORS RElPOWINLTY TO VOAPY THE CO•A"AneNLRY OF ALL PRODUCTS, NOWDNa HOUSSIPAP, SEALANTS, 4SELP-A04ERN6 R-48WM MATMAL.S USED 0~ OMSTRICTIOL 2. INSTALL ALL MATERIALS PER MAWIACTUPIM =TroN SPEcPICAn" SEALAWS MAY REACT ADVERSELY P NOT COMI-ATIMA CLEAN AND SEAL JAMB TO SILL JOINT6 UY4 DOW 11" FOLLOWING COMPLETICH OF EXTERIOR RETROFIT WORK IR SCHEME SHOUN 614ALL BE IMPLEMENTED AT ALL WMDOUl6 WITH EVIDENCE CF WATER NTR1610N BELCW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW:-:-]I SEALANT ED LR M CONTACTORS 10110 ONe"LTY TO VERPY M COM PATIELITY OP ALL P167DUCT6 NCLUPM eEAL.wn 4 SELF-ADFERNb FLASWIH3 MATER!," WED DURING COWTRUGnCIl 2. IlASHM AT EXVISMOR 2000116 AND DOOR ORNNU SMALL R INSTALLED N ACGOIIDAICE WITH MAMPAGT MER'S NSTALLATION 10TRJCTN2NS AND APPROVED METHOD U OP PEC 0110M U N ACCOImANL7 UTN FENESTRATION MAePACTeAERO SETALLATION AND PL 9WM NSTR)CTIONS. yHEN& EALANTS MAY REACT ADY011MY P NOT WALL FLASHING INSTALLATION 13 DETAIL MASONRY A I C N I T E C T 0 6 Groin 1441 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-774-4078 wwwzbdosigngroup.eom AA S: 0003325 11,,,,,, avBDIV. a LOT: SILVERADO LOT #14 BLK. #14 PROJ!ffiCT 03719.00t-14141 MODICia "2558—HAWTHORNE" GARAGE 8WWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 H Ap. B / 1 I I I 1 1 \ \ —2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK METAL FASCIA —DRIP EDGE 1\ —1/8' TEXTURED I \ FINISH ® WOOD I \\ 2X6 Sub DAM 1/2' TEXTURED \ FINISH ® CMU / \\ —METAL FASCIA WRAP Ye' FROM \ STUCCO, I' FROM \\ WOOD WALL \ r ^ EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY , , 1 , ®ELEVATION ®FLAN A �lz ©PLAN B 1/8' TEXTURED F11418H • WOOD, V2' TEXTURED FINISH • cm METAL LATH 1 '-WOOD SHEATHM@ 1-1 OR ca•u WRB LAYER 9, STUCCO ~(FRAME ONLY) UM LAYER 12, FORTIP15ER 5UILDING PAPER (FRAME ONLY) ROOPING CEMENT DRIP EDGE METAL KICK OUT \ \ \ \ /�—ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1'1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH m CMU ' ! 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/I2d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/V4'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL 0 WALL W/KICK—OUT �ME OR CMU T 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/I1 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY d ME OR CMU .L KICK -OUT FLASHING T 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 WAI 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A t C N 1 T I C T6 Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003328 BUDDIV. 8e LOT. SILVERADO LOT #14 BLK #14 P1tOJWT 03719.00�-14141 MODEU "2558—HAWTHORNE" GA RAGZ > WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND t,15VVPWXP,q 73'-r J.4. 53'.4" 20'•4" 10'-10" 20'-1" T4" 8'-11" 2W-6" 254" 5'-0" 231-0" 0. TOP OF 11 SLAB 1117,1111 Y — ------= -- — — — — ( — — — — — — — — —` — — — — — — — 4" FM-18Xi8 FM-16XIB FMC-i8X18 sue LAB 4 12 31/2 1 WL_ I 2 I 1 — — — J~ t, I o 1.1 W I m el TE-1 2'-g^ 5 is I 4 I 4 1 1 N 191-8" 2'-0 L FM-16X18 CHASE— — — — — — SLOPE 2" X 5 1� I W 31/2"d 14— Y I I m I LL I I !2 ml 4 ` I 3 1/2" I 28'-7 6'-7" _ SL E 1/8" �' �� ao .gLOP 8" I PER FT. I X P I ( EXTEND 14"CONO I IX � ,0BP I SLAB 1 1/2" SLAB 311J2,1 LL I R�i ,Qi b OFSLA 'v 91-T — I T-0" 4" CONC. II ` 7 3 2 11- SLAB iv FMC-18X18 1.1 - — — I I�-WC-2X-2 = I I EXTEND SLAB 1 1/2" EXTEN 3'-4" 7'-4 SLAB 1 1/2" o v I~ I i4 "I X a 8'-e" I 6'4" r FM-i87x18 1 X N FM-,BX18 1 ,., I t 3,3„ 1 II II 4 1E I T FOR E EC. 0 o (I� ISLAND 16'-2" y 13 1.1 1.1 II 1.1 1.1 y FM-16X18 FM-18X18 — � G 6'-0" O/C MAX., TYP., UNO 3'4" 30'-9" 32'-9" 8'•2" 66'-10" 7T-0" SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6X6 W1.4XW1.4 OVER GENERAL 31/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE RNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOMREINF. TOP REINF. T.O.F. SHORT LONG 16" CONTINUOUS 16' (2) #5's KF-24X�24 16" CONTINUOUS 161 - ( s #5 IN CURB VARIES 17' CONTINUOUS 1T ( s 's 6' SEE PLAN 8.. - 051N CURB (- '-0" 24" 24" 17' FOUNDATION PLAN SCALE: 1/4" - 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'4", 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. B. 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.E3INDICATES #5 BAR, O' INDICATES 08 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 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 i OF SLAB SUPPORTED TO O/C MAX. SEE PLAN FOR WIN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 781 EDITION FAICNITICTS 6 Grouper 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 BUDDIV. ae LOT SILVERADO LOT #14 BLK #14 PROJMCT 03719.000-14141 1LODELe "2558-HAWTTHORNE" GARAGE BwING, RIGHT PALM FOUNDATION PLA [.150 j kP H hE. JB 30" MIN. EACH WAY MONOLITHIC FOOTING Z. }} .Y Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d ¢� o T CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I(r a 1•v-••� >- WC K B"CMU WALL FM 1 0: O .� Z S" CMU WALL O I CORNER BARS, SAME SIZE AS LARGER BAR • g Z , • IN FOUNDATION WITH 30' LEG EACH I' �j +� 0'4 ~ TOP OF SLAB �` @ TOP OF SLAB 9 WAY AT ALL CHANGES IN DIRECTIONS I ,., • Sp THAT THE STEEL REINF. IS CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS I EXT PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (1STORY) � � � ��� - ARI ._ SEE SLAB SCHEDULE TOP OF GARAGE I•I: I� `� p.. �' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/7' ISOLATION.,. JOINT (WHERE a 6' CHAMFER (2-STORY) #3 16" gq 2q^ EXT. PORCH SLAB W/ t/2" ISOLATION 4" CHAMFER (1-STORY) < 6' CHAMFER (2-STORY) APPLICABLE) z SEE SCHEDULE JOINT (.ERE i EE SCHEDULE i FOR WXD, BAR SIZE APPLICABLE) Z °k4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 06 Ur AND EAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 42" NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING r„"�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 L SCALE:3W=1'-0" GARAGE 6CALE:3/4"=V CORNER BARS DETAIL 3 LAP TOP PLATE A MIN. OF 46"--_._ GARAGE DOOR AND NAIL W/ Ed COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT RECESS LAP TO OCCUR OVER STUD OF WALL W/ PUN S j 8' N WuJ LL, 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP LU S u1 to I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB O NEW REINF. BAR SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WEDGE ANCHORWIZ' TO BE PT. PROVIDE DBl TOP WASHER SET IN HIGH STRENGTH PLATE WA CURB FOR MASONRY ]'CAPPED a EPDXY. MIN. EMBED EPDXY 5-1/7EMBED. MIN. 016' OC UNITS SET GALVANIZED PIPE 8", ONO O BIM SPH6 MAX. T' AT ELEV: b+ WIFLANGE BASE Q FOLLOW ALL MANF. AND OP LA BTM AND TOP PLATE = C SPECIFICATIONS FOR to ANCHORS W/ 1 10 _ USE AND COMMON NAILS FILL ALL S I ALL PREPARATION OF HOLE' HOLES, DO NOT USE 10d W SECURE FLANGE TO W J z 3' K SLAB SCHEDULE SUB W/(4) 1/4" X 21/4" [SEE RECESS GARAGE TAPCONS TOPo'FSLAB ., ; ; AROUND • DOOR OPENING 4 4"CHAMFER(1STORY) ° SCALE: 3/4"=11-0" 6' CHAMFER (2-STORY) e. :F• EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY LAP TOP PLATE A MIN. OF 46' ADDING BAR TO %11NTERIOR CURB FOUNDATION WOOD WALL AND NAIL W/16d COMMON NAILS, 2-ROWS,4"O/C BTM. VERIFYHEIGHT MONOLITHIC FOUNDATION LAP TO OCCUR OVER STUD OF WALL W/PLAN 7 scALE: 3/a"=r-o 5 BOLLARD 6 SCALE' 3l4"=1'-0" SCALE: 3/4"=1'-0" (W/UPLIFT) 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. OF 48' CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ftifl SPACING REQUIREMENTS K SEE SLAB SCHEDULE ZA OR 2x6 WOOD BEARINGJE PROVIDE BLOCKING Z Q WALL W/ SYP No 2 STUDS SE '' 0-0' PLANS FOR SPACING. SINGL .-, TOP OF SLAB .. - '� - BTM. PLATE TO BE P7.SECURE ST. PLATE TO W/10d MASONRY NAIL p < PROVIDE DBL TOP PLATESLAB 16' O/C STAGGERED. .t ,�_'�-•_°. ADDITIONAL METAL CONNECTORS NOT O. REQUIRED WHEN NO �(n e•8 a• UPLIFT IS PRESENT. O W CMU WALL Z 0- _ POURED LINTEL CONT. (TVP.) EQ. EQ. EE SCHEDULE 6" CMU FILLED CELL (TYP.) �•a'' FOR WXD, BAR SIZE _ TOP OF SUB I SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY a-0' Z SEE SLAB SCHEDULE 1/2'04A.SIMPSONSTB2BOLTS5" INTERIOR CURB FOUNDATION WOOD WALL 70P OF SLABa� z ♦ - MINIMUM EMBEDMENT INTO p 8 "ISOLATED"COLUMN PAD GROUTED CELL, 4"FROM ENDS AND SCALE: (NO UPLIFT') •J . CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX B T�-? POURED MONOLITHICALLY WITH „ - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY B' VARIEB B' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 34'= SCALE:1'-a' (NO UPLIFT) , ,� FOOTING AND COL. PAD BLOCK WALL CONNECTION ;5 1 1 SCALE: Ii)asox�r. MX L RECESS FOOTER S129SHOWER SCALE: rA It 6 N I T I C T 111 Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA 6: 0003325 J �8111111 anon, > unDLv at L.OT: SILVERADO LOT #14 BLK. #14 PROJ>aCT 03719. 00& 14141 MODEL. "2558-HAWTHORNE" OA1CAGZ OWING: RIGHT PAOEt DETAILS 150 B AccNITIcTa 70'-8" W.8" 60'$" 54'$" $, µ,-10" Design 40'-10" Groups . 3T-11" 1441 N. RONALD REAGAN BLVD, 35'.9" LONGWOOD, FL32750 30'-7" PH: 407-7748078 FAX- 407-774-4078 26'$" www.abdosigrkgroup.com 21'-4" AA N: 0003325 10'-6" Y c <V iA 14'$" N iA N 8'-2" a a 4 0 0 4'-0" 10'-0" 18'-0" 22,-0" 28'-0" 33'-2" Al 34'-8" 40'$" 48'$" 52'$" 58'$" 63'-10" DOWEL PLAN SCALE: 1/4" ® V-0" >lVSDIV. AL LiOTc SILVERADO LOT #14 BLK. #14 PROJffiCT 03719.00�-14141 acoaffiu "2558-HAVITHORNE" GARAGE ewnaa: RIGHT PAdffi: DOWEL PLAN 150 H B TIE VERTICAL REBAR TO HORIZONTAL "I_10' HOOK Z GROUTED BOND BEAMi 2 VARIES PER ELEV. •- 6 S CLEAN OUT REQUIRED Q FOR INSPECTION ` I 0'-0" FIN. FLR. n TIE RTICAL REBAR • • - a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z w #3 18" O #4 24" U #5 30' #S 36 #7 47' HORIZONTAL/VERTICAL REINFORCING SCALE: 3#4"=1'•0' OFFSET METHOD CONTINUOUS BAR#3SIZE 488Ae DIA METHOD #4 24" HORIZONTAL/VERTICAL #5 39' REINFORCING � 2 #7 42' SCALE: 3/4"=1'-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A R C N IT R C T R 6 Gr upn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeWgngroap.eom ILI AA #: 0003325 N O A unDiv. Ae LOT: SILVERADO LOT #14 BLK #14 PROJECT 03719.00 -14141 MODEL: °2558-HAWTHORNE" CARAGE 811M 3: RIGHT PAGE: DETAILS 1,,,,,15WNPH tV. B GENERAL NOlE6 CODES 1.1 PLORIDAfiUU71NGCODE tM EgTDN. 20Z0 WE810ENTAL 8ECT1IXH3 R182.2ARB36. 13 FLORIN BUlDINO QDOE,flE EgTTON,2�0 &ALpNG, BECTON91381282137. 1.3 aALDINGC RE0URELIFM6FOR REINORCED CONCRETE(AC13161q. to BLELgNG CODE REpIIREMENT8 AMJ 8PEpflCATION FptAMSONTY 8IRIICRSES (TM61CAN SOCI 16 OTNER3 OgETYOPCMLENGINEERS MINMUM DESIGN LOADS FOR BpLgNG3 AND OTMER9IRUCTVRE9 (ASCE T-10L 2J CONCRETE: 2.1 2CONCRETE T N BPRE-CASTWTANDARD REINPOGKMMENTAM MIN. N.11 RG 212 WPRESTRESSREINFORCEIENTPI 21.3NMRMGM.3WCPIWMx.MAGOFttU TE. W TOII' $LM. 22 REINFORCING BARS: 22.t 91EELPLACEDINPWCMTUNTELATTIRE6FASRICATION ASTM ASISIASISM OtAM SM S22 STEEL IN LINTEL AND KNOCKOUT BLOCK S-LACED IN MOLD) ASTM ASINASISM (ORAX ID). 2.3 PRE STREW ST1RAND9 ASTM MIS 7-WRE. STRESS REUEVED 2M KM TA MTAL MINFORCEMEM W ACCORpMCE WT =31S14. 2.5 coRK;RETNn OPERAl10(lR SHALL COAiLY WTI Pa 6TAFLARD3. 2.3 01b WRE PERASTMAISSUAIOMM 3) MASONRY: 3.1 CONCRETE MASONRY LIMITS (CMl4 SHALL CONFORM M ASTM C ,NORMAL MlI WTH NNAILM NET MFACOMPREs91VE GMWTI2330P31 M. 3.2 MORTAR`NA11CONFOTOASTMC,T70 T/PEMOR'9' 3.3 FULL MORTM JOINT$ ARE REQUIRED 3A MINMW AGGREGATE 21LDAY CCMPRI3MVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS TAN M -" 0 PSI. MASOMY STRENGTH SHALL BE ESTABLISHED SY TIM'UMT STRENGTH METHOp'OR, ALTERNATIVELY, SY THE T TEST SETKID' VWEIE USM REOUREMENIS RAVE NDT BEER MET. n 4.1 SAMIiAL: 1.1 INIMLIM ACCEPTABLE KASAREBA RO MR RCRIOA HAVRA COOS 7G OF6•ANTIA RESIDE ACCEPTABLE S 3OR FLORIDAF PER FL ING O CE M CODE EDITION, 2 E BULD O. S E TION 21NA 8E LON OR336.6.5ORFEDMBUkpNO CODETTH"IS R 131&14, SECTION21316 4.3 SAFE DESIGNER VAY EVALUATE CCNC NTRATCO LOADS ANAL TNESAE LOAD1AHD 1M8102-13 1.3 DESIGNER MAY EVALUATE CONCENTRATED LOA03 PROM TIE DISTANCE LARD TMY MRBY OI FALCULATNO MAXIMUM RESISTWO NOMEM AM) STEM ATE gSTML4 ANMY FRpA THE FACE OFEL L SUPPORT. 4.4 FOR UNTE (1)0 36'OREPAIER,VERTI CELL U GROUTAND MWMU.1O(1)6VERTICALRESARISREQMREPMEACHEND OF TELINTEL. 1.6 UNIELS . NOT BE GREATER THAN 2 DAYS R OACLIUS PLACEMENT, TEMPORARY SWPORT. NOT BE REMOVED UNTIL DAYS AFTER OROM PLACEMEM. 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" HDG 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 12 18" 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 DESCRIPTION REMARK O (2)2X8 -- AS, -----1M.----------*------------------------------------AS, - IRS ----------------------------�---------- 8F16-7T/OM/OB 8F16-1T/OWOB 8F16-1T/0M/0B 8F16.1T/OM/OB 8F16-iT/0M/0B i � � 1 ♦ ,% LBW ,% ` 1 ,% r-------y ♦ %� m 1 ♦ ♦ 1 Hi % t � I 1 1 'a i If ,% LL i i% i--------+ ♦ % ♦ 1 I % %Siri % ♦ 1 0 1 % ♦♦ i • 1 �._ : I 10 •--------------ARS - 1 ♦ 1 � I ♦ 1 i 1 1 BF16.1T/OM 8 8F16-IT/OM/OB 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" ARCNIT!6T• 6 Grouo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 11: 0003325 V a • mm BVHDIV. ac LOT SILVERADO LOT #14 BLK. #14 PROJMCT 03719.00t-14141 MODRIA "2558-HAWTHORNE" GA FLAG& STUNG: RIGHT PAGE: LIFT BEAM PLAN %15 P E B COURSE OF BOND BEEAOM C5 CORNER BAR W/ A M LAP FOR EACH VERTICAL REBAR W! ICY'HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1/S 2. Bk6' IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH 0) 05 BAR CONTINUOUS AROUND �A AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYR Bk16" (O COURSEOF BOND BEAM IS OMITTED AND A UN EL 5 PLACED. THE STEELS. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE OBOND BE / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. �" g A \�. S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ��O BEM W/ BOND ) 05� BOND BE� /\O�� g e EACH COURSE • \r1G 8xS BOND BEAM OP OF 30" TYPICAL • �N W/(1)#5 BAR .ti BOND BEAM F = FILLED W/ GROUT •(t\Q U =UNFILLED GROUT SOLIDFROMOF B TOF' .T1\� NOMINAL IINEL TO TOP OF BOND OF OPENID #5 BAR IN BOND SEAM WIDTH B OF #6'S, IN E BOND BEAM, IF FILLED LINTEL. SEAM COURSE SEE NOTE 5 A\N_cO 16-1 T/1 BxB PRE LAST CONCRETE y- �F NOMINAL—�'� LINTEL W/(1)#5 BAR(L2) LENGTH OF BAR = WIDTH OF MASONRY CORNER Q� HEIGHT # OF #5'S, TOP 0 OPENING-7 IT THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING THATXFXX-7THM OB INDICATES BOND BEAM #OF #6'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=1'O OF BOND BEAM 1 AND XFXX- 1TAMIBBINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/1 MIDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) "116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1M"I S" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-114' EMBEDMENT 05 BAR BENT AS SHOWN 31M„ 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST :4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' SLOPE FROM EACH END AND 16' N EMBEDMENT 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 1M') 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/19'OSB UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN 16' O.C. MAX. MIN 1-114" EMBEDMENT MIN. 2-12tl PER BLK. EA ENO VCMU TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING WALL CORNER BARS AT CORNER STEP 3 �1 SILL CONSTRUCTION SCALE:112"=1'-0" "* ARCHWAY FRAMING DETAIL 5 SCALE: 3H"=1'-0" SCALE: PROVIDE 6' DIA HOLE IN LINTEL 80 THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL I > I — SIDLE $05 CORNER s BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I�8x8 II CMU PIER II / WI SINGLE OR DOUBLE REINF, SARIS), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL PROVIDE 06 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=T-U' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A C N IT It T 8 6 Group. Wi N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdesi8ngrouP.com AA #: 0003325 SVHDIV. & IAT SILVERADO LOT #14 BLK. #14 PROJECT 03719.00�-14141 MODEu "2558-HAWTTHORNE' GAIRAGE 8WINO: RIGHT PAGE; DETAILS 15 PH AE.. JB BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi) SIZE H, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE BNIT RECESS DOOR LOADS (PLF) HEADERR a oEr � sr PPEux ai w.ewwe mw.s seas 2143 ,ms +ns� mwbwPE mw aesa oaEe.n mw.ew a)ws 1., iml+w+ mw.— mw plw.ewm mw.a 1473 im tees fl. tale P S9` PIEUsf mw.bwRE a)w. IDM aam aaa m w.bwwE mw.a iw im M. mw.ewaE mwa mw.e.. mw. m wewxE m— es, mw.ewm mw. mw.bwPE rnwa ea• wecer mw.ewPE mw.a ,na nm PREwsf (n w.ewPE (nw.a (n wbwRE rnNe.a t6M t28i PSEGV! (])wewfE mw.a PREwar (n w.ewAE mw.a see GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x18" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADERR ,� a+� ",oaooaw wmums tu,mt waiu,mt �µo W Pneam cnw.ewNE mw PnEusr mw.ewNE m. 3iowo ao mw.ewNE mw. +E000 0). tmoo ErI,E. mw.ewPE rn�. aeoe V mw.aw.E mw.s m dewRE a)w Td PgEW! mw.ewnE mw tebae tbebp Pueaer mw.awnE rnw. uao mw.ewnE mro.a ,aom PNewea (2). E mw.s mw.ewaaE (2)— PNEc.Er mw.— m..s aare m.—M mwa PNEGs1 mw.ewm mwa "a M—RE mw.a oew cost a)w.— (])w.a efi (nw.—E a). et a SUDDIV. Ac LOT SILVERADO LOT #14 BLK. #14 PROJECT 03719.000-14141 MODEIi "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MP E /-Bj aA NO DA�I7a' 1/28/21 SCAM 1/4"=l'-0" S2.1B 1-! 1 5 53 5 I 0 0 0 CJi CJ3T--p--N---u-- a pp •®,;. k I N N N CJ5T EJ7T >......' �' x RIDGE n EJ7T CJ5T I CJ3T CJ1 I x 1 p n � to M Eaa®7 a EJ7 EJ7 EJ7 I EJ7 ,l a®a aaaa. a EJ7 III I EJ7 I r'>v:�• EJ7 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 ✓• aaa: • >� TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 10d NAILS STAGGERED t� 4" ON CENTER EJ7 • �' EJ7 ®• �' CJ5 CJ3 n CJ1 n N T-O„ 4 a a a a a a a a a a U q tl N n 11 I N M N N M a x N N N N N NN N N N N N 11 U N 11 11 M Q N 11 p n p U N N N N N Y,N all It N N It 11��yNjj Y II x N 11 tl a� II tl W tl q R N x� N It a Itx w It it a~N N N 11 x l �NryNNN11��INN � a n N N n p N a a n n ry Y N N N N N N N N M If IN fl N a a n tl n M M x N p N x I.I FI N N N N y_Lyy a a u u II II 11—rtN x It a q I II Nyii x j x n f BY��NNIp N N N N N II N N N N pN N pppryN N N II 11 N N tllnn� 11 FRAMING PLAN SCALE: 1/4" = V-0" I a rd x x am) m NNNN a M <1N N CJ1 II xV II CJ3 l I CJ5 =—=i1 I 1A EJ7 �r EJ7 MGR �% CJ1 N •I CJ3 a °9 CJ5 ag I I II EJ7 EJ7 EJ7 II a a®a a=zz 1 EJ7 y�A . •I II CJ5 N CJ3 �H � N CJt o a O 1� 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 1 117'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 a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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. 6 Design Grou LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www,abdesigngroup.com AA A: 0003325 J N� aysasv ae LOT: SILVERADO LOT #14 BLK. #14 PitOJSCT 03719.000-14141 >KGaau "2558-HAWTHORNE" GARAGE XWMC;: RIGHT PAGE: FRAMING [PLA 15WWH E B m Dw1/28/21 SCAM!: 1/4"=i1-0" s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) led x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) led x 3 J' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2z SECURED W! (3)16d GALV. COMMON NAILS. 1x2 SECURED W! 10d GALV. COMMON NAILS 1T O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6 % 8" 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. TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1 e 1 Q 1 TYPICAL TRUSS/ Ir, I" I� GIRDER CONNECTOR(S) = J� BACIQ3tBU= 1111ma 8 4500 314" WOOD PANELS 8000 (2) 1/2" WOOD PANELS 60 (2)1/7' WOOD PANELS 90. 2x LUMBER 3/4" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 10HIGH 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. (�_,-�I-JOISTCONNECTION @ L.B.W. E:3/4"=1'-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. — PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER <2VD SOL. STUD HOLE EDGE >5/8' HOLE DIAMETER <3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS V SCALE: , 1/I'=,•-0" ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR Ix2, 2x WOOD FASCIA —' c SEE ARCHITECTURAL "t 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BONI GALV. COMMON NAILS BEAM 17' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) S0.S �' x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SOS J' x 3' TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2)$' x 671TEN HO TO CMU AND (18) SOS *'x 3! SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) �e lw lr TYPICAL ROOF GIRDER CONNECTOR(S) 8sm 1111cm810OI TIIIGG�B 4500 3/4"WOOD PANELS 8000 (2)12" WOOD PANELS SO (2) 1l2" WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE W/ tOdx,l2 HOG COMMON NAILS. 40 EACHENDTOTALOF 10 LVUWOIST WITH BACKER BLOCK HTT4 W/ 518" AB. WITH MIN, 7' EMBEDMENT TO SLAB & (18) led x 2-1/7' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4" 449 �4. LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" 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) 31W` SIMPSON TITEN SOLTU-BOLT, 6' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) i6d GALV. COMMON NAILS, C -SIMPSON HGUS26.2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (36)led GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D -SIMPSON HGUS28.2 G < 48W LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)led GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E -SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) led GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 31, =T-0' # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2114' TfTEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4)1/4" x 2 1!4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-a' MAX (WNx4) OR 1U-0" MAX (W/2X4 lx4 DIAGONAL BTM.CHORD BRACING. SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-W O/C J END WALL OR OTHER MAX., OR ZA BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0. OIC MAXSECURED WI (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TVP. �TM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51Q•' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD a0 g LAP MIN OF 3. ALL BOLTS TO HAVE WASHERS t Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY g CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4•' (2)—NT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACRIG CENIRIILBPACING A DOUBLE 2x8 1/7' 8" O/C Is, O/C B DOUBLE 2x8 3/4" 8'• O/C 11.11 C DOUBLE 200 1/2" B" O/C 16' O/C D DOUBLE 2x10 3I4" W O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C F DOUBLE 2x12 3/4" 6" O/C 1T O!C 10 WOOD LEDGER DETAIL SCALE: 34'=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO XSRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING O-0" TO W-6' (1)'T' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (l :W' BRACE 4D CENTER TO BLK W/ 12" DIA. (2) W: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12tlb 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED _ 10'-(P O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'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 SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-U' I N C N I T 1 6 T I 6 Grouon 41 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #-. 0003325 av»a:v ae IAT: SILVERADO LOT #14 BLK. #14 P1OJWT 03719.00-14141 MODEU "2558-HAWTHORNE" GA tAGZ 8WING: RIGHT PAGE: DETAILS 150 PH FEB mm DARTMI 1/28/21 acA=: 1/4"=1'-O" a*ma'T S3.1A 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) 3116' ° x 4 TAPCONS SIMPSON HB W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)Bd COMMnN NAIIA EACH END PLATE STRAPS W/ 10d x 1 12' HDG NAILS DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d C 3" O.C. 1 ST PLY INTO LEDGER AND 10d C 3" O.C. STAGGERED UPPER PLY INT02x6 BELOW 6' CMU WALL— REINF PER PLAN 2x4 STRONGBACK, WALL / FLOOR FRAMING, �D FLOOR BRACING 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=l'-0" SCALE: 3M"=1'-0" 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d C 3" O.C. 1 ST PLY FLOOR DECK INTO LEDGER AND 10d C 3" O.C. #8 WOOD SCREWS NOTE:2x4 BLOCKING EA BRACE. STAGGERED UPPER PLY INTO 2x6 x 7' LONG C O O.C.; NI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING BELOW STAGGERED OFF CENTERLINE OFF 2x6; 1I1pI NAILS 0 EA END MUST NOT BREAK WITHIN 3/4" AS SHOWN e1 2x4 BRACE 0 48' O.C. wl (5)12d l'A" MIN. FROM 2ND. FLR. DBL 2X8 LEDGER lµ NAILS EA. END LINE 6' CMU WALL TO AT 6M O C, AND 8" FROM NI 8d RING SHANK NAILS 4" O.C. MAX INTO BLOCKING REINF PER PI END Wl MIN 5-12�4' EMBED. I /� 16d NAILS C 8" O.C. MAX 2x4 P.T. CEILING NAILER W/ MASONRY NAILS C 17' O.C. 1X2 FIRE -STOP — FLOOFF - NAILING PATTERN FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF MR LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3M"=1'-0" PRE-ENG GABLE TRUSS- 2(4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS W-V O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 1/7' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'e 6' O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. SIMPSON HETA-16 C (VERIFY W/ TRUSS SECTION DETAIL AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES 6 SCALE: 3l4"=V-0 PRE-ENG'D WOOD TRUSS (TYP) C 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTELCOURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED C 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE: 3/4'�V-0" STRAP TRUSS TO PL, SEE SCHED. BELOW TRU88 TO TOP PLATE A-SIMPSON MTS12 U <990 LBS W/(14) 10d GALV. NAILS. B - (2) SIMPSON MT812 U < 1420 LBS W/ (14) iOd GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12' COMMON NAILS FILL. ALL HOLES, DO NOT USE 10dx 3" NI #8 WOOD SCREWS IM x 71LONGC3"O.C.; I��I STAGGERED OFF CENTERLINE OFF 2.6; NI 3/4" AS SHOWN SIMPSON A23 EA TRUSSIII TIER NAILING •—PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE :a SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3l4"=1'-0" 2x STUDS PER PLANS 2x4 CONT. W/ (4)16d NAILS C TOP OF FLR TRUSS (TOP 2X4 SUPPORTS ST. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8)16d NAILS C ST. OF FLOOR TRUSS (BT. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 C EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 117HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL Wl SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12'GYP. WL, BD. SECURE ST. PLATE TO SLAB W/ 12'k9' WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 5.12" EMBED, MIN. C IS" OC MAX. TRUSS CONNECTION @ L.B.W. .9G .7u SCALE: 314"=1'4" ROOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 '0' O•' TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE:34"=1'0 TRuss TO POET COtM1ECT10N A - SIMPSON MTS-12 U c 990 LBS W/ (14) tOd GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)1 Dd GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1MNT'SDS, (1) 5/8'" AT.R. TO HDU4 AND (10) 1I4" X 2 12' SOS TO POST POET TO BLAB CONNECTION ABB - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA, x 6' EXP. BOLT SIMPSON ABU46Z POST BASE d1:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' -0014 A R C N I T 1 C T 8 6 Grou ign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 04 IN SVHDIV. & L07cl SILVERADO LOT #14 BLK. #14 PROJaZCT 03719.00t-14141 MODEU "2558-HAWTHORNE" OAP-*GZ BTIMO: RIGHT PAGE: DETAILS 150 MPH EXP. B a■ DAM T 1/1 BaALM 1/4"=1'-0" e*;EET S3.1B A R FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15137' STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIP. TENSILE STIR, SHANK ASTM Sd RINGSHANK, 2318" 0.113 170000 (16-20 RINGS F1687 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/S„ 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d 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 ZONE 1: Sd NAILS 0 4" O.C. ON EDGE AND 6- O.C. IN FIELD ZONE 2e, 2n, 2r. Sd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS 0 4" O.C. TOP 8, BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT s RAFTER OR TRUSS ROOF SHEATHING — ���1•�I 11 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 7' DECK SCREWS 0 6'-8" O.C. MAX 0 EDGES & 12" 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 OABIE-ETYJ __ wP H)JF iF=�P FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 9� TYPE SPADING REYMIte AP0.IUTION 51)E TYPE BPAgNG MFMAIMB IY211FLIN.NG TO G9E H4RDEt1EDOdL OARAOE DOOM &Id( flY pA TAPCON MABONrt/ IT EMBED., 1•EIO dBT., MABONHYIOD,VG NAKifR'LONG. B.� TO AUSONMxK7rIC. NO WA&frR FASTE14Ii e.� IIrY EOOE pET. eODAL.EOO CA SE fIMpENFD WIL N91WgN,g00nIFABTENW OARAOE DOOR BUCK 1Yl dAWI IXPANMON BOLT 24•dC 1•EMB®.. 4•gpger., 1�PT, BEEE NOTES NNL 11?LONO. E @D BigOnq INTO MA90NtYK�1NC. TO MABONRYroONC. 1EOGEaST. YANDDWBUCK CABEFMROENEDCOIL YOC WINIXRWDOORIFASTE ME STAR To CONTACT THIS ENGINEER FOR SPACING Ix Pi, SEE NOTE. NAILI - LUNG 9TAODEREo INTOMABONRYaJNC. MAEONRYIWNC. REQUIREMENTS EXT. WMNODOOR (2)LIB— •TAPNN' 10" 11YI'EMBEq S'EN0. NON-BFA.iONGWCW tll"• IXIAN#ON 1"EMBED YElD BIAAth Pi, BEE NOTES NOWA4IFR FABTNER d.T, 1 IR' EDGE d.T WILL TOCONC. SLAB WI WASHER BOLT dST,TEOnED. 2v PT WINpTYBIId( D.1%°PPFx 211.• YOIC 4•END dSi.,t1? PT TOBTEELCOL.,ESE NOTE. W/WABV&R BTAGGEAED EDGE.gST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SFIXLLL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE MLTI 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 NGA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WADE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL ORAWNGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ACI 313-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4020302.16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33D33M. MAXIMUM AGGREGATE SIZE SHALL BE 31C. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 646E CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlAB,404-GROUND WHERE INDICATED ON ORAWINGB. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY CRIPPLERS,! 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). V4000 FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 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, 7N EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02, IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE- DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al OWA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOW TRUSSES: ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE 'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED T-O" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWNGS. 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: LIVE LOAD FLOOR: UVE LOAD 40 pef 20 pef TOP CHORD �onconoortent 10 psf BTM CHORD-- r-Event DEAD LOAD DEADLOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 Pef WI No GYPCRETE) 10 PSI BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Ops/ BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pEI WIND,. DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 2., HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pd,, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 3W,, STAIRS: 4W SHOP DRAWING REVIEW: SHOP DRAWINGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUS -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 SLAB-ON{GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SMALL SUBMIT PROPOSED MIX DESIGNS, WITH "STORM STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER REINFORCING STEEL: REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM AS15 GRADE 50 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 DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP ex BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 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 WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WTHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TM -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f m= 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0-270. 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 WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL -STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS/AM, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B. Py = 46 Inf. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C91MOR MEASURING MXWG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SMALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FRDMW#EN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN RS FINAL POSITION SKkLL NOT EXCEED 90 MMTTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SMALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMMIENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-11Y FOR M6 AND SMALLER Y FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER W4" FOR SLABS, WALL$ AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS P A IRA THICKNESS F0.036'AND BE MANUFACTURED FROM STEEL CONNECTOR PLATES SHALL BE MINIMUMO 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 METALPLATE-CONNECTED-W/00D TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: logo. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 6 Grou i E. 41 N. RONALD REAGAN BL% LONGWOOD,FL32760 PH: 407-7746078 FAX: 407-774-4078 www.abdoslgngroup.Qom AA#:0003325 StinDIv. as IIOT: SILVERADO LOT #14 BLK. #14 PROJECT 03719.00t-14141 MODEi "2558—HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH AV. H 46 ft Ir