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HomeMy WebLinkAbout7356 Sail Clover Lna STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY, BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 99 2828-E401-ENSLEY99 12602 TELECOM C)RIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN NCCMRIT93 REVISIONS INDEX OF DRAWINGS •�IttIDA q�/� 7iH sMllaavN IaWW�yy� , -ALL IACAL Aft sl,ATI COIN -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH EXP -OSURE - C •1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVEABBREVIATIONS LAVATORY AD AIR DJUSTAIT[ONMG MUM. LUMINOUS ADJ. ADJUSTABLE MFR. MEDICINE AMP, AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD, MOUNTED CAB. CABINET MTL, METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE C.Tr CERAMIC TILE PH. PHONE B, PUSHUTTON D. DRYER PLT PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DI& DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RAG RETURN AIR ORILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG e�xlT. EQUAL SHTIIG. HEA'HINc EXT. EXTERIOR SHWR. SHOWER F.GITX. FIXED GLASS SIN. SIMILAR F.O. FUEL GAS 3LSLIDING FIN. FINISH SEGL. SLIDING GLASS PLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SwS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK. THICK GA TOP OF CURB GAR. GDSP IINTERRGUPFERPOSAL T.O.S. TOP OF SLAB GRDGNI?FADL.T CIRCUIT TOP TOPOFPLATE GL GASS TYP TYPICAL GYP BD IT SEBI BOARD ONO OTHUf4LERWISE D H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF BOLL HEADER W. WASHER HOT . oA ITT HEIGHT 10N wi WITH L. . INSUINSUlATWDWOOD TNT INTERIOR wnw. WINDOW wnl WATER ROUGHEATER W.I. WROUGHT IRON T IRON GATE DEBCRD'ITfCN OWm�® DID BET ISSUED ARCHITECTURAL SHEET DESCRIPTION ®1/0�2I 202® FE1C UPDATE PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 03110/11 ADDED SOFFIT DETAILS 03/W/J1 CREATED 8-m OPT. MWI ADDED STONE VENEER OPTION OMWI REVISED 6R FT. CALC'S 08/I10I ADDED OPEN WEB Tg1SSE8 me/30/21 FRAME WALK REVISIONS W47R1 CENTER 6c,D. N ONNG ROOM IV0121 ADDED FRENCH DOOR OPTION S C CQ ►i IST FLR LIVING I IO 9Q FT. 2ND RR LIVNG I,362 SQ. FT. TOTAL uvNG 21312 Eta. Fr. GARAGE 421 66L FT. ENTRY 29 SK2-FT. TOTAL 2,021 &a. FT. 6XIO PATIO W 6Q FT. ALL WORK SHALL COMPLY WITH PREVAIL CODES FLORIDA BUILDING CODE; NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS DINANCES EVIE ®AiJUL 2 5 20 2 E IT1/ OF ZET'0� 1/RI�O �r�1 R L LAN EXAMINER STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FLOOR FRAMING PLAN AND NOTES PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN AND NOTES PG SNl-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 111: 0003326 W IN q 0 9 � � a :n ik LOT #13 BLK #13 PHASE 4B PROJECT# 04181.04B-13131 MODE71 E401 "2828-ENSLEY' GARAGE XVMCG: LEFT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TTH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS; ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE 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 5 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 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 N8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTOTHE 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 112 -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 5 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES T T S S 0 CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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. 1Z 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM'ALUFLOOR 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. PLUMBING 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 6 " PVC (SCHEDULE 40), INSULATED WITH S " AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTWC-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112 ' 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 IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOWS 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 i. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) IA41 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA#: 0003325 ILI U y ty at r d5 o 5 S C [LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04B-13131 MO DMIA E401 "2828-ENSLEY" GARAGE 9VFMO: LEFT PAGE: GENERAL NOTES k.160 MPH EXE. C M ROLAM A.AB000HACRA L AR 140 93723 PRINT DATE: 02 D7 22 SCALE: 1/4"=1'-O" SHEET GN czrraert ao CLIDDIg WID LdiDB eA+ac woo FOR a s�alo asls OPB/KI8 6011A1E ZONE 1M1YRIgIC(Vd0 Ra4Af8 NOTIPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 DR MIN. CRITERIA BCD. MIN, 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 31/-35 12'xl2' 80F�1T 1 5 313/-49.9 BASIC WIND SPEED MPH = I80 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-3" PRESSURES HAVE BEEN MODIFIED PER FHCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE, O1fOd$I ElMn SQ.FT. CALC. S IST RR LIVING 1010 SQ. FT. 2ND R.R LIVING 1,362 SQ. FT. TOTAL LIVING 2312 SQ. FT. GARAGE 421 80. FT. BEM 28 ea FT. TOTAL 2,821 SQ. FT. 8xlm PATIO e® SQ. FT. 0 0 v 0 MASONRY /FRAME in WALL LEGEND RHAN20 v 8' BLOCK WALL UN.O ON PLANS IT-4' BIG, 4' INTERIOR LOAD BRG. WALL UN.O. 4 " H. ON PLANS 1/2 WALL W/ CAP 4' INTERIOR NON LOAD BRG. WALL UNA. ON PLANS -ALL INTERIOR DOORS TO BE W-8' 0 Knum 0 REa 9 80 0 v 9 0 s 0 a s NB. s e s e e e a FIRST FLOOR PLAN SCALE: 1/4' " 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CARE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN l b'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 3-0 REF BEDROOM 23'-0' 8'-0' 2'-II' 12'-2' 4'-0' PATIO H.B. . //-- / OOF�RO aBovE STAIR DATA 19 RISER � lb2' [, • 14 TREADS � 10' 1 e LIVBVG e-o�aM.G � m 6068 BCD. ROOM 8'-m' CLG 113 _8, 13'-0' 4'-0' T'-2' 1 B I I '9 d � I O O WN. FLAT HDR • AFF. O � 2868 SC 20 MIN. I 11 • `BOLLARD A8� CO PER BL DE GARAGE 8 I e'-m' cLG m 868 0 1'-0' 2'-8' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-7748078 FAX: 407-774-4078 www.abdeaigngroup.cam AA Y: 0003325 16lu Ia uD >�91V Y 0 WI m C A �fi LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04B-13131 bWDEis E401 "2828—ENSLEY" GARAGE S IMG: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP, C OBL. TOP PLATE 61 BAR DETAIL SEE 6TRUC7UFAL PLANE FOR FLOOR FRAMM !L "TI M OF 3/4' PLYWOOD OR 0) LATQM OF N4' BUR FLOOR MATERIAL RIPE FOR 6MD NAILM6 NOTE. 6TAIR IUISEM TO COWOW T. FEOIt 4 T!M e - l26T6) MM ilXAD•16' MAX QW NOR•T VV AD MAX VARIATNM M Z OnM "AD ADJAMAT ro RACH OTNER 3/6' MAX. VAIAL MANY L RI6M 89 04 O T BE 1 VAR OR PR SQCiILN DUL A E! I v4' J/4' ro OR WAINLQ Y UND E - HARRM4LRY-4- MK •MN V UADC . '3 NAIi.QU !D 7.4' MM MANDRAR 4Gr. eeaaM TMAIDS TO 6iA-NR UVR •K ecMA . r subMY#R DH R sub-400 OR ADNENyC ILAR. OR 6MOWA. EA NORILONTAL QIMN WTHMAO lbWK TO QXTQT01 DETOND TF3CIQY00 TI6401 0 ® FN 1'LRm_ - THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2" HANDRAIL • 36' AS PER FBR R311.1.82 V 2X4 RE CIIN O NG NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii'a 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF W PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.6.1 / F.B.G. 2020 C SCALE: SECTION 3/4'.I' v4• r1C. SUD FLOOR 6L1ED . NAILED PER NAU.Mfi 6CIEOULE 6EG#E 2.0 6TR 4rAM TO 60LD NAILM6 UV Od NML6 TO bE FRRT RACKSIONDQ FLOOR MATMAL R3•6 FOR 60LID MAILMG AX 2O GYP 6TdIR DATd. NOSING �� SI RUIEM . TS2' . N iMADS . b• !3) 2.12 6YP / 6TRM6ER R@FOR= WTN 2.4 6PF 6QCURE 2X4 P.T. TO 2.4 MW MM9 . EA 2.4 XNQQ UA4L 6LL AD ILV !3) IOd CUT 2.6 6TRMO2dR 6QCUM w/sTwo . W OG MAX MASONCT NAILS UU 4d NAIL6 V -V Or - STAIR SECTION B SCALE" 1/2'.I'-m' HDR. DETAIL D 9GALE:IR'•1'_m' 3/4' TIO &A FLOOR SLUED 4 NAILED PER "LM0 6G16DULE accum 2xl LEDOQR TO CM UV 3A6'>W TAPCON6 . 2Y Or - MAX STAOOCR® BECUM 2XS JORT TO MOW't m/ OU'R'6ON ,W.26 1441 N. RONALD REAGJIBLVD.LONGWOOD, FL 32PH: 407-774-60FAX- 407-774.40www.abdeslgngmuAA #: 000332 m w U W � 0 0 C � 11��11 4 � C A YT ` LT LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04E-13131 "ODMIJ E401 "2828-ENSLEY' OA %AGZ SVIIMG: LEFT PAGM FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C U AA NO PRINT DATE: 02 07 22 SCALE: SHEET At 8'-0' 2'-8' 12'-4' (2) 3052-SH 3052-8H EGRESS � L[\/p1G ' TOIST I DOUN FLOOR m 42' H. 0 BEDROOM#3 1/2 GAP LL 8'-0' CL& W/ I 14'-8' I '-5' 4'-3- 5'-4' 3'-4' �n 15'-8' 4'-0' 2'-4' �n '1 � ib m r22X3S1 W.T.I HpR R. I ATTIC I l4fdsE$�J v vIC C wZC. vIC� 6 13ii ii 9 BEgDR00M#1 Q 6' O�cLU I i ; _°L I ry�o, ip LAUNDRY d I e v 6'10' y LAv. 8'-0' 3'-8' 3'-8' 5'-6' 3'-2' e LAY, a I cIv o BATH #3BATH #3 BATH#1 ® m a6j-m a6j. 8.01 CL �e'-0 IR-ISH 36'x60' ® ------- VIC 0 OHM 2030 lz) 2068 I -SH TEMP 4'-4' '-6' 5'-3' II (2) 3052-844 I EGRESS LINE OF j IST FLOOR — BEDR00M#4 L_ ! ELOUJ _ W-0' CL4 (2) 3052-SH EGRESS 4'-0' 13'-8' 7-4' 3'-4' V-8' 38'-0' SECOND FLOOR PLAN SCALE 114 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA B: 0003325 J W � Lyu 0 q >> r �4 g !] fY 00 C C gg A�T'T �'PA LOT #13 BLK #13 PHASE 4B PROJECT# 04181.04B-13131 MODMX.0 E401 "2828-ENSLEY" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C «3 PRINT DATE: 02 07 22 SCALE: 1/4"=1"-0- SHEET A 2 0 AREA OF ATTIC = 1650 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1650/300 = 5.50 VENTI LATION AREA X SQ I NCHES PER FT. (144) = 792 SQ IN. MIN. REQUIRED VENTILATION = .5X 792 24'-4' BLDG. IJGT.h -_----_---_---_— IN UPPER PORTION OF ATTIC SHIWSLE 12 �g 3% SQ.IN. RX38' ROOF F FYPON 18' OFF RIDGE VENTILATION AREA 115 SQ IN. PER VENT DECORATIVE 396/115 SHUTTER OR TOTAL# OF VENTS REQUIRED = 3.44348 6' RAISED EQUIVALENT TOTAL#OF VENTS PROVIDED = 4 BAND (TYP.) 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHEOVERHANG B ?1'P EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED IT'-4' 2ND,�I7'-4' _—_ 2ND. FLR. BRCs. THGTHG _—_� B FYPON 18'X63' I'-m' ® I I DECORATIVE I I SHUTTER OR I I EQUIVALENT I ( 1/2' THHCK, 2 COAT CEMENT v v d PLASTER APPLIED 4' RAISED r ~ r ~ DIRECTLY TO MASONRY BAND (TYP.) 6' RAISED 4kFLABHING 8ET - b' RAISED (L C BAND (TYP.) ROOFNG CEMENT BANDFIBERGLASS 9'-4'2ND.I i-IL 12 `„ I I 9'-d' 2ND. SHINGLE6 2ND FIN. FLR — ---------- ----5� - - ----_ --- FIN WSJJ. ROOF SHEATHINS THYMFNT AS PER ICKNESS 2x6 GYP PT LEDGER LLV W-m' GLG. HGT _ _ — _ _ _ _._ _ — _ — _ — _ _._ _ — _ _ — _ _ — _ _ — _ — _ _ I I 8'-m' BRG. HGT. F A6 PER SHEET SNL SECURED PER IO':m' THREADED ROD 32' OZ. 4 WITHIN 6' OF EACH 6 ENTRY FASTENER SCHEDULE END MAX GET N SIMPSON OPT. COACH � SIMImSCN LS0-26 HIGH 9T� EXPOxY LIGHT B '',A ) I I TYP. DN 2N FS1 J FTERS SYP RAFTERS OR LEI.I I P TFLISa PRE-ENG'D MT7 TI N I I I 1 4' RAISED (PER ELEVJ -- BAND (TYP.) ROOFI EELEV BLS PER I I2X6 SYP PT LEDGER LLV 7qp F-44-- I MIN' TA6' Oft BHCATH#4G 1 D• THREADED ROD m'-m' FIN. FLR.A, FIN. FLR. TO GE SECURED TO 31. O.C. 4 WITHIN 6' OF 2 �— _ _ — _ _ — _ _ _ — _ — _ — _ _ _ _ _,gym'-m' ,P 2X* ME 2X6 MIEMOEIP,B W/ Sd NAILS 3' O.C. • PERIMETER 1'-4' EACH END MAX BET M SIMPSON HIGH STRENGTH GRIP60N LUD-26 W/ (4) 11 EX!°OXY W MIN EMBED. TO LEDGER AND (2) I®d'4 TO 2G6 JOIST CHANNEL FOR SOFFIT 24'-4' BLDG. HGT. I'I'-4' 2ND FLR Bps HGT`r—_ 2ND FIN. FL—R. W-m' GLG. 4GT* m'-m' FIN. FLF4 FRONT ELEVATION SCALE: 1/4 • V-m' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 G I'-m' TEXTURED FINISH Il'-4' 2Np FLR2Np FLR. BY RG. T. I I I r�-- ZN— D�FIN FLR r � ENTRY I 4B TYP. OVERHANG DETAIL A SCALE: 1/2 = I'-m' ENGINEERED WOOD TMMM • 24' OL. SUBMIT SHOP DRAWANG6 SEALED BY 0 PROFESSIONAL ENGINEER FOR REVIEW G AND COMMENTS, PLYWOOD SHEATHING SEE STRUCTURAL. RRLEYJ IVNY NGT. .� IPEiND R E - PROOFING AND FLASHING W/ DRIP TRW STRAFO AND ANCHOM EDGE PER 1'M'R WARRANTEE REQUIREMENTS SHY STRCTURAL WRAP FASCIA WTW BREAK METAL MAWNRY DOM BEAM 0M GTRIGTHRAL 612, 2.6 WOOD FASCIA SEE 6TRUGIIRAL FOR FASTENERS VENTED GOWT MR ATTIC CALC'G V2' THICC 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND K.R. WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: I/4 G CBAND DTL. SCALE: I/2 • I'-19' i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.SbdeslgngrouPJrom AA IF.0003325 M W U ) � W B x Q 0 E 0 C �; SNON; � LOT #13 BLK #13 PHASE 4B PROJECT# 04181.04B-13131 MODELS E401 "2828—ENSLEY' GARAGE alwixG: LEFT PAGE: FRONT & REAR ELEVATION "G» 160 MPH EXP. C 17'-4. 2ND FLR. BF;r.. HCsTT 9'-4' 2NDA "N.— W.0' CLG. 0'-0' FIN. FLR., __ IT-4' 2ND FLR.O _ BRG. HGT. 9'-4' 2ND 8'-0' GLG. HCsT. 4B TYP. 0'-0' F� -- LEFT ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH RIGHT ELEVATION SCALE: I/4 . I'-0• TEXTURED FINISH _ 2ND. FLR HGTT -- FINS ® ENTRY 0� _bl7'-4' 2ND. FLR YBRG. HGT. AIB'-4' 2ND. _______ FIN FLR _______ 8'•0' BRG. HCsT. o ENTRY 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 rb w � 0 A TBYT LOT #13 BLK #13 PHASE #4B P1tOJECT# 04181.04 -13131 MoDZIA E401 "2828-ENSLEY' GA VALE 8M►MO: LEFT PAGM LEFT & RIGHT ELEVATION "G" %160 MPH EXP. C PRINT DATE: 02 07 22 SCALE: 1/4"=V-0" SHEET A4 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES t2sv OUTLET 20 AMP bINGIE roLE IIOV OUTLET Ivv OUTLET N O. OUTLET WIRED TO SWITCH CoR Iwv OUrLET Malmo UNLSND PALL NTERUPIER[TAMPER RESISTANT TYPE) E@ 220V OUTLET (A) UARE CGMECTON UP � tERPROR O o�wo w FALL r I pv%A SWITCH WATCH 3-WAY O'ER. SWITCH 4-WAY OPER ' ^W4 WALL MOUNTED ' V LIGHT CEILING LIGHT O LED CJ-Q L04t LED VAPOR Ovp PROOF LIGHT O VP VAPOR PROM LOW OREcesew CAN eVENT. PAN I CRT PER SO. FT. -- VENT. PAN UMIMW I GTiM PER ba PT. V FIXTU E (SPEC*BUIL EAU DY ® L T � 2-eLLe WRAP ARaND 2CENTAR0lD LL IaLE�A):E ZMNT.) 4' K.UOREYENT Q - A 21 DO C 4' TRAM LnHT PANEL lion METER Oi SD, SMIO M DETEorom C67S.e12-UCYIC.HS�IIIBE 1 :il WALL MOWTED d4tt. edfX-uP �w I SHOO DETECTOR YILli9®LIR ® B/�..0 wicimCARSO N MONOKKAM COMMD DETECTOR eara WAIL 'acKiIP OF advam C1ED SHALL M A DISTANCE OF NOT LESS THIS! 4' PENDANT LIGHT LIB NATURAL GAS ounin ► TELEPHONE JACK UM Mt DISCCO GCI AIR CONDMIONNG To M V SEE AIL DISCONlCT THIS OHM {� rsevISlDN JAOG CEILING eox JO J-eox ro Le[ ouFF•olerls N ACOORDAM= W eOx MIARaD AS SW FOR TO W0 bUPF'ORIED N CEILNG FAVM1IQIHr SOX ANIMASUCH PI b ICH FD [ horwTIOK nnnn 74' NCA)ID/SCW O L16HT $TWP nnm 36' INCANDESCWT LIGHT STRIP Onnnnnnn 4V MGYNDlaLaT LIGHT STRP FLOOD LIGHr OPr. SECURITY G YPAD • PA PLOW-EUTTON FOR CHIMES Ube PORT • LOCATION OF TV JACKS A PHONE OUTLETS A PANS TO CE VERIRED • HOMEOUNER PRE.CONSTRUCTION MEETING. • ALL 0 N 20 AMR` BRANCH CIRCUITS TO BE ARC PAULT PROTECTED PLR ELECTRICAL PROVISIONS OF RBCK rTM [Telm) mITION. j • 2m AMP DEDICATEDKJTCWLAUNDRY CIRCUIT. AMPDE IR • CFI • ISLAND KITCHEN CIROUT) WER MSC NN • DISNUAaIER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF Sm CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M0013 [2020L • NR LANDIEY ROOM RECEPTACLE SHALL BE GROUND FALLT CIMICUIT-INTER UPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PBCR Trill ED (2MC). • ALL UkDW TO COMPLY WITH ELECTRICAL PROVISIONS OF TE PBCR TnN ED f2e2m). OF L1091M MUST an PJSG EJlRI'Y CONSERVATION [RESIDENTIAL ENERGY ClPIGENICY) 2m20 Tfh now RAeAJ FM PATIO 'c'` F aP GFI N ROOM I ` DINING v ROOM s To2Hc,FL.' SUUTCH 9/CO ® PRE-WIRED— H CLG FAN MR. GFI I'll I,tu - - I � /' H1- 3 L I O I ZF `I � GFI • 44' GFI • 44' / I I b �� OUTLET FOR VENT BOLLARD /'.x EDS. O OR MICRO AS RPER L ° L BLDG.CODE -___ P.B. FOR --- GARAGE GFI / DOOR �' I nUM PAN. 1 — I •L• I GFI I oPT. I I I — 1RE KEYLESSFIXTURE GARAGE I (iv -3' II-3' 6 --- L METER RS DO ®-- `- LED` -LIGHTING ��1� C0IIBATHU SINGLE LAV'cj. ul BATH 4 GFI IRRIGATION _ OUTLET • 48' AFF. — — — — — — — - -------------------- OPT. COACH I' GFI WP SD. i BEDROOM #Z LIGHT - ENTRY \ C . — — — — ` PROVIDE 3-2AHUH . CV, U IN . PS D N O CONDUIT 1 (CO AL, T TO r RS CUE 2' CONDUIT OR 2/0 AL_ S [CONDUIT t0 TERMINATE ABOVE SOFFIT . ovERHU P.B. FOR (% j CHIMES PRE -WIRED 150 AMP ELECTRICAL RISER CLG FAN NOT TO SCALE. COMISINATiON aw"C'm ISm AMP DISCONNECT SWITCH AND OOA4m VC db G@ERAL NOTE& M ELECTRIC METER N I MLO A. ELECTRICAL. MATERIALS AND NOTALLATIOND SHALL NBMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR IN PANEL EDITION [2m2m). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. BOARP 5 ALL CON IZ=ORa SMALL BE TYPE THI+UTHW WLEa6 NOTED OTHERIUISE. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-V POSER COMPA TRANSFORMER PROVIDE B0 AMP, 120A40 VOLT, I PHASE SECONDARx ELECTRICAL SERVICE. PROVIDh PE E 3 COPPER lOU IN 1-I12" DtA WAMDLLE Sm PVC CONDUIT OR PROVIDE 3 RAS ALUMINUM (AL) IN 2" CIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE RACTIMC COMPANY. COORDINATE WITH THE ELECTtlC COMPANY PRIOR TO BID. ENTRANCE I ( I I SERVICE INTRMICII INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS - 1 14 CL bERVICE OSO11D CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE RMA TTH EDITION ne2m). 5/0" CIA x S FT LONG COPPCR CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA Y: 0003326 SSS § O 1p�1}1• A 4 rofi3A�tLK #13ASE 4B PROJECT* 04181.04E-13131 "01=119 E401 "2828—ENSLEY' GARAcsE awuaa: LEFT PAGIM FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGsEND SYMBOL DEFINITION NOTES y—� nBV OUTLET 20 AMP &SOLE POLE 110V OUTLET IWV OUTLET TVro OPewTdITANTLET BR EO GFI Ilov OUTLET BOUIFw Iwalco FALL INI®EPrm (TAMPER RESISTANT TYPE) @ 220V OUTLET (42IRE CONNECTION gUy2p. EXT. WATERFROOF MOUND MILT —C' CTR OUTLET INTBtlUPTER GUTCH SWITCH 3-U1AY OPER $4 SUATCH 4-WAY OPER. WALL MOUNTED ' V LIDHT CEILING LK2HT © LED CL4 LIGHT LED VAPOR ©K' PROOF LIMIT O vFaa VAPOR PROM I.IOHT OIECESeEp CAN evea. PAN 1 om PER eG. FT. vow. FAN UVLUHT I a" PER SO. FT. V RXTU RE (ePcero reD er ® FL T RCI D u2w ROISD r L �A RLWWCENT 2-. U2RM • (SUS H I'2N'TJ AleoltND }� 2' FLUOIESc♦9'1N17 4' FLUORESCENT Q CDC 4' TRACK LI44T PANEL METER! Sp- arrace DeTccrOR B.Arr, R 4JP r UVLL MOWED SAW IMACK— LJ amom DETECTOR WL iARQIWEL MCA MERCOFPiCIED COI'ISO SHALL ISE A DISTANCE OF NOT LESS THEN 4' RICK WALL PENDANT LIGNT LIB NATURAL 6AA OUTLET ► TRJWWONS JACK Ukl "TER TER: IOUTION SOURCE rIQJt 1i A7 b�a1Q RCC DISCONNECTTO aR oNINO IN lwv UNO. SE E AWU ON Ep"W?DT DlecoN TWIG OHM I-❑tv TELevIewN JACK LSD OOX .17 OJ-DOX TO w sul-PORRD IN AOOORDANOE IIV BOX MARIaD AS SUCH FOR IN& Am TO DE SUPPORTED IN CEILMGI FAWI.ONT ACCORDANCE RV BOX 2 I'WRD AS SUCH FOR INSPECTION 74' tNCAIDESCE NT �IID4 LOW STRIP an�q,an W INCANDROCENT LIONT STRIP nnnnnnnn 46' WANDESCWT LIDNT STRIP FOOD LIOW OPT. SECURITY IZYPAO ► E PO. M*H-BUTTON FOR CHORES use FORT • LOCATION OF TV JACKS t PHONE OUTLETS t PANS TO IX VERPIEO • HOMCO NER PINE -CONSTRUCTION T'EETING • ALL B t 20 AMP DRANOH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL P7SDNSfONa OF BOCK NTH EDITION l2030) t NEG 2I0122017 EDITION_ • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR • ISLAD (NOT ON KRONEN GRWIT) • OIeHIUAeHE1R DISCONNECT TO ISE LOCKOUT IN PANEL • BATHROOM EXWWST FAN TO HAVE MIN. CAPACITY OF e0 CFI W51WITTE4T PER ELECTRICAL PROVISIONS OF SECTION "uW3 FBCR lTH EDITION (7020A • LAUNDRY AS ROOM AND OW& FER QM TACLE SHALL IN GROUND FNULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD SMALL BE NON PETALLIC CABLE PER ELECTRICAL F4017VISIONS OF FISM NTH ED (20202 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PECK NTH ED (2020A ALL I-Allft SPALL BE 610I.ECTED BY WILDER AND a Be FAQ ENEMY 7020. 1U+ EDflION R4011 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • F-m' LED LIGHTING @ SINGLE LAV. BATH 03 LED LIGHTING Cap DOUBLE LAV. BATH FI 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77445078 FAX: 407-774-4078 www.abdesigngroup.com AA Y: 0003326 j DUl y g o 0 pp W0 pp pp q Q ¢ Q Q A$Yfi ° "W LOT #13 BLK #13 PHASE #413 PROJECT* 04181.04B-13131 MODELA E401 "2828-ENSLEY" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • V-0' 2' VTR WA8- I 11/2' 2' VTR �111 1 T i II32' I I/2' I I 2' NTRy I V KITCHEN Sfw W/ 11�. jr11/2' AUTO PENT 3' TUB/ 1 SHWR PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngr4Dup.com AA 8: 0003325 94 ftry ? 0 0 F Y � 9 [As *P LOT #13 BLK #13 PHASE 4BROJECT# 04181.04E-13131 MODMIU E401 "2828-ENSLEY" GA VACM OVIMM: LEFT 1 PAGE: PLUMBING PLAN 160 MPH EXP. C t 1YMABOUCHAI AR NO 93723 PRINT DATE: 02 07 22 SCALE: 1/4"=1'-0" SHEET TO p I 1AIN 2X4 TOP PLATE MR ELFt PLAN ARE-FAB TRUSS I/I' CLG. BOARD 1/2' DRYWALL ---_ TOf SECURE ST. — PLATE TO SLAB W/ Imd MASONRY NAIL • 32' O.C. MAX FIN FLR. 2X4 WOOD STUDS •24. Or - SLAB • I wwV — ITIONS SUPPORTING, HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE MTYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH LNDERLAYMENT AS PER FEICR WS.I.L ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0. TYP. O.H. 5/S' GYPSUM BI OR In' HIGH STRENGTH CLG. BOARD 5' PIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION ---R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES i— SPECIFICATIONS r REFERENCE / STRUCTURAL ix2 P.T. FURRING — STRIPS • 24' O.G. S" CMU 1/2' GYP. WL. BD= WOOD BASE — 0'-0' FIN. FLR n n W/ WINDOW OPENING N FIBERGXLASB SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _4, 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a - ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND Ifo095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 4 SCALES 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.I.I.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE Iv UNDERLAYMENT. 6M Ma! aAA LM ■ 2-B GAS LINE THRU BLACK KALE, N'•I'■' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SRI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9' N' TNICIL 2 COAT - rUNTLAfD GB'ENT FLAST'ER APPL® 0"Ro LY TO NA.■OPW FASTENED TO TRACK ERACKMI Ulf PRODUCT APPROVAL ona C4PNM EEAD ■' OMI SEE STRCPRAL FOR RI.MPoRCEI'@Tf 2.6 P.T. UD ATTADRD TO MLL CELL A■ PER APPROVAL FWQ ■EALANr . BAO®¢ ROD MATHER STRIP a GARAGE DOOR JAMBS D1 SCALE: I1/2'•1'-0' —2X4 OPF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUNET SECURED PER--/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 'REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05U1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR S' CMU a' " •. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 4 'ITH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE. - METHOD TO BE USED FOR THE %sal —STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1--0- UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS ■4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: OW3325 � � 0 %uyyF�� qa �WS� y��t���1jj po Q R po Q U po Q iLL A OTT �I'A LOT #13 BLK #13 PHASE #413 PROJLCT# 04181.04B-13131 MOIDZ ,: E401 "2828-ENSLEY' GARAGE awns: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT DATE: 02 07 22 S C ALE: 1/4"= f — 0" SHEET D1 FIBERGLASS SHINGLES—,FIBER31-A55 SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FSCR 9Q75.1.1. AS PER FSCR WD.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET ON]. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD. ER 24' O.C. MAX. LEVATION 24' O.C. MAX. LEV TION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALLS FOR VALUES I'•m' VENTED o.u. 5/8' GYPSUM BOARD ELEVATIONS 0' o.H. 5/8' GYPSUM BOARD 9GFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL -4.1 INSUL. J w a m WINDOW ATTACHMENT 1 ut I AS PER � MANUFACTURES �u SPECIFICATIONS FERENGE STRUCTURAL 3/4' T t G SUBFLOOR GLUED AND NAILED N 3/4' T t G SUBFLOOR AS PER NAILING 1/2' THICK 2 COAT K GLUED AND NAILED:' AS NAILING 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT PER SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY m MASONRY ER w m ER IX2 FIRE -STOP LEVATION IX2 FIRE -STOP IfELEVATION SEE STRUCTURAL — SEE STRUCTURAL R ER LEVATION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INS IL. R-4.I INSUL. 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY lx2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- a, CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ix2 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' O.C. e' CMU 1/2'GYP. WL. BD. WOOD BASE LH'rE E 4• S 4• L n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.i'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 54 dl � o �- ua 9� o o QQ Q a rOTT 'AOT #13 LK #13 ASE 4B MCT* 04181.04B-13131 MODW..: E401 "2828-ENSLEY" GARAGffi > VfMG: LEFT PAGR: DETAILS 160 MPH EXP. C Fus F T 02 07 22 E:ET D 2 ram. 2X6 P.T. • CENTER OF DOOR HEADER SECURED UW (U V2' X 8' J-BOLT W/ 4' MIN EMBEDMENT UV 2- X 2- X VS' WASHER 4 NUT OR W/ (2)1/1' X 8' ANCHOR BOLTS W/ 4' MIN EMBEDMENT W/ 2' X 2' X V8' MASHER 4 NUT Is m SECURE 2K4 TO MILK LW m V4'TAPCON6 m IB 11/2, EMBED, e' OC, 4' END DIST, 1 1/2' EDGE 018T. 2Xb GARAGE DOOR DD m SIDE&7(711MATWN m R W/ (8) V2' X 8' J-BOL�WT. BOLTS, W/ 4' MN. EMB' X 2' X VB' WASHER 4 OF TOP, (I) WITHIN 8,(3) EVENLY SPm m m NOTES, ALL ANCHORS $ HALL BE IN ACCORDANCE TO MA4PACTURER'S INSTALLATION NSTRJCTIONS Ul-MERE AUCH NSTIRUCTRAIS ARE MOM.E STRWYFNT GARAGE DOOR 1 BUCK ATTACHMENT 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .148 MR HEAD SIZE 3" MIN EMBEDMENT 1 1/41) WITHIN e' OF EACH END 4 18' O.C. MAX SPACING, 3/4" BUCK CONNECTION 2 Tea BLK DETAIL 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCCNS (MIN SHANK SIZE .145 MIN HEAP 812E 300 cm MIN, EMBECN1ENT 1 1/49 1/2' DRYWALL WITHIN 8' OF EACH END 8' CMU 1.4 P.T. OR S/4'X4' MIN. 10' Or- MAX SPACING. IR' DRYWALL SECURE T40J FRAME 4 I'X4' 2XS, ® I'X4' EMEND 1.1/4' INTO P.T. NAILER SECURE TO BLOCK P.T. NAILER BLOCK UV 3/16' W/(2) 3/W TIWCON6 TAPCONS DOOR CASING. (MIN. SHANK SIZE J45 1/16' OAZ. X 4' MIN. (MIN SHANK SIZE J4$ MIN HEAD SIZE 300 MIN WEAO SIZE 300 MIN EMBEDMENT 1 1/41) DOOR CASING MIN. EMBEDMENT 1-114' URTHN S' OF EACH END WITHIN W OF EACH END DOOR JAMB OR WINDOW 4 IS' Or- MAX U5' OC. MAX SPACING ATTACH TO 2X PER 8PACING. DOOR JAMB OR WINDOW MANLPACTUREB DETAILS, ATTACH TO 2X PER MAJIFACTUREB DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4' ` m DDOW TO BLOCK +3/4" OR +5/4" 2X4, 0111 SECURE TO BLOCK W/ SAW TAPCONS (MN. SHANK SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10, orMAX SPACING. 2X6, CM SECURE TO BLOCK WK2) 3/16' TAPCCN$ (MN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1 1/49 S. CMU WITHIN 8. OF EACH END 4 IS. OfMAX SPACING. I12' DRYWALL 2XS+ SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING. (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1149 UTHN 0' OF EACH W 4 IS'Or- MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: BRIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +1 1/2" ,'W TO BLOCK +1 i/2" NOTE, SWIM AS NEEDED TO PLUMB JAWS (DO NOT EXCEED V47 DOOR JAMB TO BLOCK +1 15/18' Qwg TO BLOCK +i 25/IB" 2X4, GO BEGUN TO BLOCK W/ 3,16' TAPCONS (MN. SHANK SIZE .148 MIN HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN 8' OF EACH END 4 W5' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST SE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STR.ICTURAL W/(2) SAW TAPCONB 3/16' TAPCON MIN 1-1/4' (MN. SHAJC SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHN 8' OF EACH END 8' CMU 4 IS' Or -MAX SPACING. 1/2' DRYWALL 2X8, CM SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MR SHANK SIZE .10 DOOR CASING MIN HEAD SIZE 300 MN. EMBEDMENT I V4') WITHINS' OF EACH END 4 IS' OC. MAX 64-'r W. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA.XPACTUIZES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" W TO BLOCK +2 1/4" 2X4:® SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHA•1K 812E J48 MN HEAD SIZE 300 MIN EMBEDMENT I V49 WITHIN 8. OF EACH � 4 B' Oa MAX SPACING. 2X6:® SECURE TO BLOCK W/(2) 3/16' TAPCONS (MN. SHANK SIZE J48 MIN HEAD SIZE 300 MN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 IS' OC. MAX SPACRIM 2XS, SECURE TO BLOCK WK2) 3/16' TAPO" (MIN. SHANK SIZE 148 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 8'Cu -1/2' DRYWALL CELL TO BE POLMO SOLID W/ 2,! 0M PSI CONCRETE REINFORCED W/ (1) RS VERTICALLY N'X4' P.T. NAILER -1/16' OJSJ3. X 4- MIN OOR CASING. DOOR JAMB 3 TO BLK DETAIL 2X4: SD SECURE TO BLOCK 03/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITHIN 8' CF EACH END 4 18' O.O. MAX SPACNS. 2X6: SECURE TO BLOCK IUK2) 3/16- TAPCONS (MIN 8HAJK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EAC44 END e' C u 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2XS, cm El SECURE TO BLOCK PX4' TAPO" 3/I6' TAPC P.T. NAILER (MIN SHANK SIZE .145 MIN. HEAD SIZE 3" POOR CASW. MIN EMBEDMENT I V49 WITHIN 8' OF EACH END 4 IS'Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614" AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E 2X4: SECURE TO BLOCK W/ SAW TAPO" (MN. SHANK SIZE 345 MIN HEAD SIZE 3" MIN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 UI. OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3/16' TAPOON MIN 1-1/4' (MIN SHAW SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') S, C1U WITHIN 8. OF EACH END / IS'Or- MAX SPACING. i- 1/2' DRYWALL 2XI% ® VX4' SECURE TO CLOCK P.T. NAILER W/(2) 3/16' TAPO" DOOR CASN53 (MN. 89AW SIZE .148 MN. HEAD SIZE 900 MIN. EMBEDMENT 1 1/4') 2ND ZX SECURE TO STRUCTURAL WITHIN N OF EACH END MEMBER W92A2d WITHIN 8' 4 18' OC. MAX OF EACH END 4 6' TO 8' OC. MAX SPACNG DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, BRIM AS NEEDED TO PLUMB MAWJFACIURES DETAILS. JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F DETAIL$. 2X4, SECURE TO BLOCK UV 1/4' TAPCONS, (MIN SHANK SIZE .145 MIN HEAD 812E 300 MIN EMBEDMENT I V4') WITHIN W OF EACH END 4 IB' OC. MAX SPACING. 2X6: CM SECURE TO BLOCK UK2) V4' TAPCONS (MIN SHANK SIZE 148 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 ID' O.C. MAX $PACING. 2X8, CRIB SECURE TO BLOCK W/(2) 1/4' TAPO" (MIN SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT11149 WITHIN S' OF EACH END 4 IS" OC. MAX SPACING. S' cm 1/2' DRYWALL PX4' P.T. NAILER 1/16' OAS, X 4' MIN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3 7/18" ��� OW TO BLOCK +3 7/18" 2X4, SECURE TO BLOCK W/ 1/4' TAPCONS (MIN SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN 6' OF EACH END 4 IW O.c. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) V4' TA'CONS (MN. SHANK 81ZE.146 MIN HEAD SIZE 300 MIN. EMBEDMENT I 1/47 WITHIN 8. OF EACH END 4 16' OC. MAX SPACING 2X8, SECURE TO BLOCK WK2) 1/4' TAPCONS (MR SHANK SIZE J48 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN $' OF EACH END 4 16' OC. MAX SPACING - NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCLN MN. 1-1/4' EMBEDMENT INTO BLOCK e' cm 1/2' DRYWALL a PX4' P.T. NAILER I' A.T. X W MN. Y4 r- DOOR CASING DOOR JAWS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" nl WINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA.#. 0003325 F CA Z O N � Z U a to q Y h p0 U� �� p pp a Q LL Q U Q C S S c A OTT PA LOT #13 BLK #13 PHASE #4B PROJECT* 04181.04B-13131 MODEL: E401 "2828—ENSLEY" GARAGE 8MING: LEFT PAGE: DETAILS 160 MPH EXP, C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 20456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 35Q TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 F8CR 11/28/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/202B 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS BA" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/32/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single the EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 3SBA CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2r VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 R5 ALSIDE ALLIANCE74' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 80 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 1 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 W 1 E O w u n k n o Qn a F: AhTOTT � LOT #13 BLK #13 PHASE #4B PMJMCT# 04181.04B-13131 W0D=- E401 "2828-ENSLEY" GARAdn swil M LEFT PALM PRODUCT APPROVAL LISTING 160 MPH EXP. C PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS BE WIRED TIED TO LATH • S' 04, MAX (VERTA tlQ¢L DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF SAID EXISTS BEYOND EXCEPT STAPLES UY LEG MAY BE USED TO T". SECURE CONTROL JOINT DURING INSTALLATION -- FASTENERS TO BE SPACED-7 • V O.C. MAX VERTICALLY / i' THICK, 3 COAT CEMENT PLASTER UIRB LAYER 4, FORTIF91BER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.) Or— MAX AT SUPPORTS U13B LAYER rl, STUCCO WRAP MOOD SHEATHING VAF Ml E LATH SHALL NO DE CONTINUOUS THROUGH CON JOINTS BUT 6N BE 6TOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ABTA CI069 PLACED RAT MAX 6' TO 8' FROM CONTROL JOINT WHEN CONTROL. JOINT FALLS ON ' 6TRUCTuRAL OTUD I. FASTENERS FOR LATH TO BE NAILS OR\ � � / STAPLES N COMPLIANCE t1Y ASTM O06) 2. WRE TIES TO BE (NO. IS) 0,0418' WIRE 3. BLOCKING SHOW MAY 8E N ADDITION/ \ TO WALL OTLIDB REC2UIRED PER PLAN O"M" TYPE CONTROL JOINT OLr'OLDWWOaPf.A O L—NIMIp•-A ®� 2. CgASE a Pr. • RAP • x& OL RAD WLAIp • ® L POLp WAIO • R. A R. A ]. CIWC.AtH . Pi. 6 2. OlAS! . PT D A COWAN • M. A C1a,yS a PT. C FOLD PT. C O 0 xL! 11 TILL PT.O TNI BOTTOMRMWSE NIe el top ® ®rolD O llMll[ WINTER 11fXT BELL. pal-ol as 8k2t CUT. THICK 3 COAT CEI"@lT PLASTER (MUM IO. 2 COAT CO'!iT ML TCR (CM/ WON" moorm— OMP SPGF CVVVa Fxroo N' a eNaA116Wy MmCwMBC PASTOI 4'= APPROVED BUILDING WTtAP SMALL BE LAPPED A MINU7UM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / ' Mal VP • naTAI. LATH \ X X X X_ LATH VERTICAL LAP TO BE I' I T ^ —��— PETAL LATH I UM LAYER -1, STUCCO UMtAP 6' MIN PAP3R LAP pU ONLY / I UFB LAYER -2, FORTIFIBER BUILDING PAPER / I 2 acA Er I ln'R LAP. r nth Lane L LAP VERTICAL LATH & PAPER DETAIL NOTI!L WOOD BHEATI SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO EWLD! RAINING MEMBERS. PAPEP THEY SHALL BE TIED BETUEEN SUPPORTS WTH 0,04164N. (121-MM) STUCCA WRE AT NTERVAL6 NOT MORE THAN V (223-MMz AS PER ASTM CI063. ® KIC KO U T "REPAIR OF TEARS IN NLRB LAYERS, TEAM DETAIL MAY DE PATCHED WMOUDE WRAP TAPE PER .SPED OR 4 STICK PEEL BTIOC LDING PAPER 0laare ONLY) 8 LAYER', CCO ~(Mum OFLY) ' LAYB16 OF OULD04S URAP rR NALN6 FLANOK STOP uWW'S' =7 I .* � Pit" OR CMU axmwa \ 66 SALE PLa6rNa °s CWTAW rL.a6u (es DSTAL/ ALL --mTm TORT aEAL (AND OR y(� /OLOIn DO NOT = R�L6/6 AT SOTTW C MO a WALL NI.IMSC11Q1. WwAP i' THICK 3 COAT 08TENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER UM LAYER -1, STUCCO UNtAP WOOD SHEATHING WOOD SHEATHING OR CMU WRE+ LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT I-LASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 It TAPE OVER ROOF/WALL SCREED WXV '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 O"L" FLASHING N.T.S. 4'x4' SELF-ADMERING MEMBRANE FLASHING (COMPATIBLE UY HOUSE WRAP MATERNAL) OVER I' OR LESS PIPE PENETRATION OUT NSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS RE62UIRED TO SECURE PIPE/ WIRE TO FRAMBJG 4• 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE IW HOUSE WRAP MATERIAL) OVER 4'x4' OW -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE YAtAP. FLASr1N[i TO EXTBdD ONTO PIPE CUT AND OVERLAP ONE SIDE OF C�•�1EP p 11� SELF-AOMERNG MEMBMEMBRANEsc02 FLASHNG WRB LAYER 9, STUCCO WRAP UPS LAYER'2. FORTRBER BUILDING PAPER METAL LATH 6'x6. 8ELP-ADHERNG MEMBRANE F.ASMNG OVER 4'x4 OW -ADHERING MEMBRANE PLASHING OVER APPIC)VED MOUSE WRAP. 0.ABHINA TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE MAOHING OVER APPROVED NCU6E U.ItATO 0 0.A8MING EXTEND ONTO PIPE V CCNT. BE OF SEALANT INSTALL APPROVED HOUBEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELAOTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER E�CTION aWi.raura Exarior ws or Po O' --M pleaAr e1R0 —10y with 9A aPPlicaaon requi—rtla of ASTM C 926-18b. Inabllabon of exterior lathing and fmrNng aMN empty with ASTM C 106; -19a, or ASTM 1787. PIPE PENETRATION DETAIL (FRAM IE) N.T.S. LEGEND DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER —'—.— — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR-111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-84l-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 W yU Z q g 3 Osi] LL �F Z q Y I@QUQ L] A19B7fi J� LOT #13 BLK #13 PHASE 4B PROJECT* 04181.04E-13131 1EODELs E401 "2828—ENSLEY" GARAGE BVIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C B1 PRINT 02 07 22 DATE: / / SCALE: 1/4"=1'— 0" SHEET WA1 BACKER ROD 1 1 I I I I BACKER ROD URB LAYER'I, STUCCO UWAP -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP - VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS -APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING JOINT ALL AROUND PER SECTION R703.7 EAeft lathino and olaaterho Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. 11 -HOODED VENT THICK 3 COAT CEMENT PLASTER -METAL LATH �UIR6 LAYER 4, FORTIFIBER BUILDING PAPER UIOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LIRE LAYER 01, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER WOOD — 0"TUCTION -METAL LATH e CMU VINYL CASING. BEAD W RAISED BAND 7G' TO x' MID -WALL urEEP ecREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRT BEFORE APPLYING: Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK, LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) UJRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJOOD OR _1/16' ZIP U1ALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' _'WENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRI5 LAYER 01, STUCCO WRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER 3 COAT CEMENT Ye' TO Yo' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ')R 51MILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 4, FORTIP15ER BUILDING PAPER METAL LATH 1/8' TEXTURED FINISH • V)DOO -FASTEN TO WOOD STRUCTURAL MEMBER • T O.C. MAX x'UEEP & ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �— FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO U1RB LAYER "I, SELF -ADHERING: STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEP #1 STEP #2 APPROVED HOUSEWRAP BELOW THAT e RANE _ , FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 WRB LAYER 01, STUCCO UIRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING 0 OVER SELF -ADHERING FLASHING OVER AFIWVED HOUSEWRAP U)RB LAYER -2, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WAIL SECTION) METAL LATH STEP #5 STEP #� OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003326 04 - m Z o a w a, a a n Y k $ a m 5 A ITT � UK LOT #13 BLK #13 PHASE #4B PR OJECT# 04181.04B-13131 MODEL: E401 "2828—ENSLEY" GARAGE BVIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C B11 1 I RINTATE:�02 07 22 CALE: 1/4"10"HEET WA22 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER h, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER R, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS -Ys HAT CHANNEL >}' THICK, 3 COAT CEMENT WEATHER RESISTIVE q`' TYPE 'X' DRYWALL PLASTER BARRIER #I 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER •2 WOOD SHEATHING �`� 4' POSITIVE DRAIN J' THICK, 3 COAT CEMENT RIEP SCREED PLASTER i.\ WEEP UICIC LAYER '1, �` METAL LATH STUCCO WRAP / _ `�\ WOOD SHEATHING i a' THICK 3 COAT CEMENT PLASTER - \ AM9&6-WRUC-1S0 CUSTOM BEAD , I � FLASHING WRAPPED ` '` • TOP OF WEEP SCREED `�"y L ¢. •:; TO SHEATHING BELOW j ?: WRB LAYER -1, 4' POSITIVE DRAIN STUCCO WRAP WEEP 9GREED r �; IURB LAYER 4, FORTIFIBER NO GAP IN FIELD BUILDING PAPER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) �,�;::r : •. ;:',;'c„'..: �' 6' SELF-ADHEREING WRB LAYER'1, ' FLASHING WRAPPED STUCCO WRAPS//'/,ya,.,`y: • CORNER OF CANTILEVER AMICO AMbb-W411C-1W CUSTOM CASING BEAD I 4' POSITIVE DRAIN 2 �i6yP ar-o¢pn NO GAP INFIELD --/ (SHOGN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. WALE; 1 I/2' • I'- V NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 HATCH RESILIENT WEATHER RESISTIVE BARRIER -2 — a' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WISH1 D t PAINTED WOOD SHEATHING FINISH R j' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER — 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITCN WEATHER RESISTIVE BARRIER'? WEATHER RESISTIVE BARRIER *2 `J' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PANTED 1. WOOD SHEATHING FINISFI a' THICK 3 COAT CEMENT 14EADER/BEAM PLASTER @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL 1' THICK 3 COAT C @PAINUTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - COLUMIN SHEATHING WEATHER RESISTIVE BARRIER -1 3' X 3' 26 GA. GALV. WEA �ER RESISTIVE I FINISH LAYER (2 LAYER METARI L DP EDGE 15AFMER -2 PEEL < STICK) SET IN FULL DEC) OF _ 6' PEEL t SEALANT, Yj' MIN. 6' SAP. \ STICK o DRIP SPACE FROM DRIP PEEL t STICK EDGE TO FACE TO TREX I Ya'x3' 'L' FLASHING DECK FULLY EMBEDDED IN ROOF CEMENT V. Y4' GAP FOR BACKER MBE AL DRIPGAD I Yj'XI %' P.T. OR SIMULATED ROD t SEALANT Yi GAP FOR BACKER SET M FULL BED OF WOOD (TREX)FILLER• ,; VINYL CASING BEAD ROD t SEALANT SEALANT,h' MIN. SPACE FROM DRIP CONTINUOUS TO TREX WEATHER RESISTIVE WATER PROOFING Ise - WEATHER RESISTIVE VINYL CASING BEAD I: % BARRIER -1 LAYER (2 LAYER PEEL 4 �• s. BARRIER -1 lo WEATHER RESISTIVE STICK) WRAPPED FROM WEATHER RESISTIVE WATERPROOFING 1st BARRIER +2 BALCONY DECK TO 15ARRIER 02 LAYER (2 LAYER PEEL EXTERIOR COLUMN CANTILEVER ,,,:�',„°•u.,.,,- t STICK) n" r�"aw'i'� COLUMN SHEATHING 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL < STICK 6' SAP. SUB FLOOR EDGE 1)6'x3' 'L' FLASHING ®® 3' X 3' 26 GA GALv. SUB FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ROOF CEMENT - SET IN FULL BED OF I X 9' 26 GA. GETAL I )S'XI % P.T. OR SIMULATE SEALANT, K' MIN. MIE GRIP EDGE WOOD (TREX) FILLER SPACE FROMTHE DRIP FACE TO TREX SI IW�O�OID SET IN FULL DEC, OF CONTINUOUS (TREXOR CRATED SEALANT, )S' MIN. Yi GAP FOR BACKE VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP ROD t SEALANT WATER PROOFING lot h' GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t B'�r` PEEL t STICK) STICK) WRAPPED FROMOPT' MODIFtEP 9Q7 WATER PROOFING Imt 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL t HAT CHANNEL CANTILEVER 3RESILIENT STICK) WRAPPED FROM J' THICK 3 COAT CEMENT HAT T CHANNEL BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER METAL LATH i' THICK 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTURED 4 PAINTED WEATHER RESISTIVE BARRIER 01 g/S' TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE W/TEXTURED 4 PAINTED WOOD SHEATHING THICK 3 COAT CEMENT BARRIER 42 FINISH 4' PLASTER 4' POSITIVE DRAIN 2' THICK, 3 COAT CEMENT POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD IIFEP SCREED PLASTER VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL GASRJG BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 BALCONY DRIP 11 EDGE INSTALLATION R COLUMN (W/"L" FLASHING) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 01, i STUCCO WRAP ' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LATER 02, FORTIF15ER '1. CORNER BEAD BUILDING: PAPER 2 1/2' WRB LAYER 01, FASTENED TO SHEATHING METAL LATH a I STUCCO WRAP e 1' O.C. MAX. ?. i' THICK, 3 COAT CEMENT i i WRB LAYER 02, FORTIFIBER t? ry PLASTER BUILDING PAPER WRB LAYER "I, 6'SELF-ADHERING METAL LATH STUCCO WRAP FLASHING: THICK, 3 COAT CEMENT WOOD SHEATHING ' (EXPLODED IEW FOR PLASTER '1 CLARITY) METAL LATH DRIP CAP WRB LAYER "2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD (i? FRAME k 2 1/2 CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ONLY 14B CORNER BEAD C� BLOCK WINDOW FLANGE WRB LAYI BUILDING METAL L< 1' THICK, PLASTER b'SELF, FLASHING DRIP C, WINDOW , 1rJB CASING BEAD Ca? WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA Y: 0003325 a Y r99 C 0 K o T BLK #13 PHASE 4B PROJECT# 04181.04B-13131 bwDEIs E401 "2828-ENSLEY" GARAGE BVIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C rxiNl' 2207 DATE: 02 / SCALE: 1/4"=1' - 0" SHEET WA3 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WIRE, LAYER 62, FORTIFIBER BUILDING PAPER -\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF-ADHERING--� FLASHING VINYL ANGLED CASING BEAD —{� DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 METAL LATH .(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 OAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (P WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD & GAP TYP J' THICK 3 OAT CEMENT J' THICK, 3 COAT CEMENT CASING BEAD PLASTER PLASTER TO TRIM METAL LATH / SEALANT Ix TRIM MEMBER METAL LATH a STUCCO TO SIDING TRANSITION WRB LAYER R, FORTIFISER 11 BUILDING PAPER WCOD SHEATHING SIDING a 1 I WINDOW FRAME �— I WRB LAYER 02, FORTIFIBER WRB LAYER M, I BUILDING PAPER ; STUCCO WRAP STUCCO LAYER STUCCO WRAP I E-Z BEAD VINYL CASING (W/3/s FLEXIBLE PVC BACKER ROD) ASING BEAD I 1 F-ADHEREING I 1 FLASHING OR PEEL 4 STICK SIDING TO STUCCO I WRB LAYER M, STUCCO WRAP, R CASING BEAD WRAPPED AROUND FRAMING MEMBER (CROSS SECTION) 6' SELF ADHESIVE FLASHING I 2X FRAMING WOOD SHEATHING WOOD CONSTRUCTION ` MEMBER DETAIL BELOW EXPLODED DEYOND �� ux)m TH FOR CLARITY WEATHER RESISTIVE BARRIER 14WEATHER BARRIER ASSISTIVE /,J// / / JI■ bi ?<T Y� lLLEAL SIDING / WSELF-ADHER04 RASHING 16=-W. HeRINd. ' I WEATHER RESISTIVE Y4 �� GAP TYP THICK, 3 COAT CEMENT BARRIER -1 PLASTER STARTER STRIP / \� `\BER O RESISTIVE ,%' SEALANT CTOI WINDOW METAL LATH OR I I \ \ r .SELF -ADHERING FLASHNG GALVO C.METAL \ z7' M-AbH o'er' I WRB LAYER 02, FORTIFIBER z' FLASHrtrGon BUILDING PAPER I p t RIM M�E R I WINDOW FRAME WOOD SHEATHING CASING I/ Wr�DOXD 6 ��Dp r1mr0m , \ \ SEAL GAP W/GA.AAX1 G OR APPROVED SEALANT QEAL2 SIDING TO STUCCO j WRB LAYER 01, ® BLOCK TO FRAME 1 STUCCO WRAP 9 TRANSITION 6" WIDE PEEL 4 STICK j OVER FLANGE ! WINDOW FLANGE t7 LOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.B L155. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ' LURE LAYER #I �rRucTloN BEYOND STUCCO WRAP W s~EATHNG WEATHER REelsrlv5- EARNER -1 WEARIER�ISTIVE- WRB LAYER 02, FORTIFIBER hllw"UP"°m 5UILDING PAPER RaeHs ADHEImNG- METAL LATH STARTER STRIP - OR _ THICK, 3 COAT CEMENT (EXPLODED sW VIEW FOR PLASTER GALVDMETAL _ 'Z' FLASHING CLARITY) 1=x v SIMILATED- TRIM MEMBER F.> e.FAD .AHY1 L I. fW %, FLEXIBLE PVC BACKER ROD) 6' SELF-ADHERNG FLASHING CASING BEAD C RAISED S17A��is'CALE:BAND (FRAME) 1 1/2"=1'-O" WEATHER BARRIER WEAaRER SFL� ADNG HER WEATHER RESISTIVE BBAW ERR -1 TO T ROP OF W FLASHING r WEATHER RESISTIVE Z 'T DARItlER N WEATHER RESISTIVE / BARRIER a \I \ \ GALV'DaeHMAL mSEAL OFININ12 WEATHER R5818TNE 6A�R -1 TO LAP EABOVE ` TOP - OF W FLASHING SEAL GAP W/CALLKING OR APPROVED SEALANT WEATHER RESISTIVE BARRIER 9 lFLEXIBLE PVC BACKER SIDING TO STUCCO 'ueATMERREwaTIve ® FRAME TO FRAME DAIIRIER4 19 TRANSITION E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER "APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ------------------------------------------------------------------------------------------ �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR i/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING x—x—x—x 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 q Q m Q � iC o UP, CIE9 C 1"mmoor.TT LOT #13 BLK #13 PHASE #413 PROJECT# 04181.04E-13131 MCD=t E401 "2828—ENSLEY" GARAGE EVIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT 2207/ DATE: 02/ SC ALE: 1/4"= f - 0" SHEET WA4 E!lMm6Na CARE SHOULD BE TAKEN IN IG:EPNG THE VENTPROPERLY A", e" AND ID' SHO—IN Y GALVANIZED AUG NED. VENT%PE IS SEALED IF UTIUZED. NAIL IN PUKE USING 1-- NAILS ATEACH OOMER. ROOFING CEMENT SHOULD BE APPUED TOALL SHINGLE EDGES NEAR THE _RUMINATION CUT OUTTHEGOOSENECKVENTOPENINGINTHEROOF OUTEREDGEAND AROUNDTHEENRREPERNETERAS RECOANENGEDINSEVEREWEATHEROOASTAL SHEATHING. SIZE THE OPEMNO ttJ ACCORDANCE MATH THE CONSTRUCTK)N ZONES, CHMT SHONNANTHE EVENTA NEClNNCAL VENTFAN IS USED, SIZE THE VEMOPENING INACCORMN(£ N1TH VENT FAN MANUFACNRETi %%NGCO(NECIION INSTRUCTIONS. DO NOTCUT INTO TRUSSES M RAFTERS NHEN CUTTING THE OPENNGINTHEROOF. INTERFERING SwNGIE NAHS MOUND THE PERNETER OF THE OPENING SO THATTHE NAILING FLANGE OFTHE VENTLAYS FLAT TOTHE ROOF SHEATHING. SUDS THE TOP AND SIDE FLANGES OF THE VENT UPAND UNDER SHINGLE THVENT FIANCES TO LAY qJ INROOF I OFTHE SHINGLES, THE HINGLES, TTOP OF THE re o� HOOD VENT DETAIL &CALE, NTO CUT HOUSEURAP AT 48' ANGLE MODIFIED -1' CUT N HOUBEa@AP LINE OF WNDCLI I i OPENING ED STUD UULL STEP 1 PLA6411NIS OVER NALNG FLANGE AT JAMOE EXTENDFLASHED MN I' BELOffLa W SILL \7/` FLEXIBLE RABINMG DO NOT SEAL BC TOM! --� FIN STEP 6 TEMPORARILY FOLD -UP A SEC HOUSEURAP(O TAM FLAP WC AL HEAD FOLD HOUBEW N AT JAMBS 1 SLOPE SILL R INSTALL 6' 6ELF-ADHERING FLASMINIS OVER VINYL HEAD FLASHED (WITH END DAME) NAILING FLANGE I EMEND FLASHED I' MIN BEYOND JAMS FLASHING, N6TALL VINYL DRIP CAP ASPHALT PLASTIC CEMENT NOLDEDAROu- SASE 6 PIPE AND OVER FLANGE ALIGN PL464ED w NT. EDGE OF ESL RO. MISCHANICALLY FASTEN FANNED EDGES.(CAP "LS, STAPLES) INSTALL DUPONT FLASHING AT THE DIAGONAL CUT ACROSS HEAD a WNDCU PLUMBING VENT DETAILS E NTS PPLY %, IF SEAL* AMISS, *S IPPLY TO NDOU NA LANCE N RE-FUNO IOLEE OR INSTALL 6- UM ADNEBIVS - DAOQD FLSEXT!" FLASHED MATERIAL OVER DRIP CAP JOET(PROTECTO-WRAP SIT-20M. or EOUN) STEP 7 ```� STEP 8 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 PLA514M OVER JOINT UNDE L IT 18 THE CONTACTORa RESPO OMILTY TO VERIFY ROOF VALLEY DETAIL THE COMPATIBILITY PRODUCTS '1D"` THE SAP, SATYRS A L PRODUCTS IN SCALE: NTS PLASHIM MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS, WRITTEN SPECIFICATIONS UJ9REI�L SEALANTS MAY REACT ADVERSELY IF Nor anBLE. GLEAN AND SEAL JAMB TO BILL JOINT6 WITH DOW 119@ FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 HW (O ISCUAL) SEALANT 1 WNDOWKI'U JOINT FLUID APPLIED FLASHNG(LANCO WHITE -SEAL RC4E OR ECUALA SLOPE SILL TO EDI NOTE, L IT 16 THE CONTACTORS, RESPCNSIBILTY TO VERIFY THE COMPATIBILITY CP ALL PRODUCTS INCLUDING SEALANT& A SELF -ADHERING R.A&HEIG MATERIALS USED DURING CCN6TRUCTION J. MA614M AT EXTERIOR WNDOWD AND DOOR OPENNGO SHALL BE INSTALLED INACCORDANCE WITH MANFACTURIER'S INSTALLATION N&TRUCTICN& AD APPROVED METHOD U OF MC RT®SA U N ACCORDANCE WITH PENETRATION MANFACTURER& NOTALLAT04 AND PLASNENG INSTRUCTIONS. COMPW&etlR &EALANT6 MAY REACT ADVERSELY IF NOT ATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE- NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA M. 0003326 � w u g � zh ci �Aj w u (rLi w? 1mM LL3Z¢� 11j( I�CL a (1 l�`Q'j JfUZ yQQny V }+�a3LSFE y1 �s�j1�,1{ a Wei pw pW A �IT 1) — LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04B-13131 MODEic E401 "2828—ENSLEY" GARAGE sTruTG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRIN DATE:T 02/07/22 scALE: 1/4"=1'-0" SHEET WA5 VB' TEXTURED / ------ -- _----------------� --' \ 7 0 FINISH a WOOD, 1/2' TEXTURED .: _.. . x r ;t j i 2x6 SUB-BANb FINISH •CMU /� ,> 11 W/I'x4' NOTCH ® METAL LATH x x x r I% ' END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP }( 19HEATHINCs U x x x x x x x x x x x'`, I -------- --------- � ��g' 1 'Il/8' DRIP EDGE TEXTURED 1� I� - ---- WRB LAYER "I, $7UGC0 WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIER FRAME ONLY) x x x x x x I x x x x x x x x x x x x x x x x x x x x x x x x x / ,%• x x x x x x x x x x x x x FRAME OR CMU FINISH g WOOD 1/2' TEXTUREDx � zxe 8U6 ®ANo ROOFMG CEMENT x x x x x x x x x x x/FELT x x x x x x x x PAPER ri FINISH o CMUDRIP EDGE x x x x x x x x x xMETAL EDGE FASCIA WRAP v FROM � ©PL,4N P METAL KICK OUT x x x x x x x xDRIP x x x x x (REFERENCE POINT ONLY. FOR WALL OFF 'i �� x ,STUCCO, I' FROM SET OF COMPONENTS) i I % WOOD WALL EXTERIOR WALL METAL FLASHING, WRAPPED (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM OF \\ NOTE NOTCH FOR 2X(o \� DRIP EDGE \\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB - BAND FOR CLARITY WA0 'x4' NOTCH o \\ END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL 4 STICK DRIP EDGE, I" OFF WALL *ROOF CEMENT e \\ NOT INTO STUCCO) ROOF EDGE OMITTED FOR I \ 1i/8' TEXTURED FINISH a CLARITY 1 WOOD, 1/2' TEXTURED FINISH e CMU SUB BAND DETAIL ® WALL - -- ------ -- ----\ / / 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL < STICK ®F= LEVAT ION METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2" OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V SCABBED TO TRUSS W/126 NAILS fo'-8' O.G. MAX. 2x SUB -BAND W/JV 'x4' NOTCH o END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x .x x � x x x x x x x x x x xxxxxxxxxx _...: :....., . x x x x x x x x yL x x x x x x SUB BAND DETAIL Ca? WALL WIKICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAK 407-7744078 www.abdesigngroup.com AA 8: 0003326 u�urc.� C C C Q a OTT *P LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04 —13131 MODEIa E401 "2828—ENSLEY" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 12 PRINT2 0 DATE: 07 /22 SCALE: 1/4"= V- 0" SHETE�TT dd A6 23'-0" 36"x36" 0'-0" 4" CONC. � TOP OF SLAB SLAB 2'-1" ., I 10'-0" TE-t 5'-0" 3'-0" 14'$" c "v 4" CONC. "v �I SLAB I� O g FM-i6x18 I w ri I m 4 1 O 8.0 1.1 a. x O w v j FILLED CELLSrn °' - w @ IT O.C. MAX LINO to 1.1 . LL G O Ci I uj O I'll EXTEND FM-16x18 4" PVC - SLAB 1 1/2" 1 Iq ;CHASE 11 L1 1.1 4-1" 33'-11" I c 11 to f f UP TO 2ND 0'-O" FIN. ELEV. LL J( FLOOR (FIELD FIN. CONC. SLAB ILL ( VERIFY EXACT LOCATION) `Q #3 BARS I 8 7'•O" ONG 1.1 CWC-12x12 W/ 10"HOOK I 8� 18" O.C. EXTEND N 51/2" N 4 I O 1S inB II I3,-2„ I 1.1 w I CHASE1 11R 8 ELEC vOJi I I 1.1 ISLAND i� c 1A 2 L 1.1 - N SIM. W N 11 LL I� FM-20x18-� q c 0 N � 27.-4„ t0,$.. 0. m I 4 4 @ 1A 1.1 FM- EXTESLABND R FM-i6x18 Fi-24X24 116x18 _ `+ I 4" CONC. �� 1 to 3" SLAB 24-F7-24X24 16'-0" " VA" "' I p wl a( *31/2" I O _J Y I - - - c '3iI FM-12x18 ? $ O 1 to gI J J( O J Q U LL -4" 4-A„ I 1.1 1.1 O U b 4 I w O I 1 l___ _ _ _FM_18x18 J a Y 9' 8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0%0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6.PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, 13INDICATES #6 BAR,ENDICATES #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 BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/1" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3(Y' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 IT CONTINUOUS 18" (2)#V8 FMC-12x18 12, CONTINUOUS 18" (2)#5's #5 IN CURB VARIES FM-16x18 16, CONTINUOUS 18" (2) #5's (+)0'-0" FMC-16x18 16' CONTINUOUS 18" (2)#5's #5 IN CURB VARIES TE-1 8" SEE PLAN 8" (1) #5'. #5 IN CURB (-K* 4" CW-12x12 17, CONTINUOUS 12" (2)#5's (2)#5's (+)O'-0" CWC-12x12 12, CONTINUOUS 1T 12)#5's (2)#6s #5 IN CURB (+o.' . F-24x24 24" 24" 16" (2) #5's (2) # F (+) O'-0" FMC-20x18 2T CONTINUOUS 1&, (2)#5's VARIES FM-20x18 I 2T CONTINUOUS 18" (2)#5's F1-2424 I 24" 24" 12" 2 #5's 2 #Vs 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 wwwAbdesigngroup.com AA #: 0003325 W � � 0 h o � q n w p w p 3 A 'O LOT #13 BLK #13 PHASE #4B PROJECT* 04181.04B-13131 HODEI2 E401 "2828-ENSLEY" GARAGE 8WING: LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C Cr PRINT DATE: 02 07 22 S C ALE: 1/4i1=1' -0" SHEET s1 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — — 7 , CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND v .rjr �1 s d SPACING REQUIREMENTS �' SPACING REQUIREMENTS �c B �' �. '� ° r^ GARAGE DOOR RECESS FM 8"CMU WALL �, 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR w e' • .-0'•O' IN FOUNDATION WITH 30" LEG EACH H ,_ °•-0. 4 WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I , SO THAT THE STEEL REINF. IS CONTINUOUS ° �Yy MATCH AMOUNT OF CONTINUOUS BARS I ° °I. CURB FOR SEE SLAB SCHEDULE a BAR SIZE 48 BAR DIA. < EXT. PORCH SLAB 4"CHAMFER (iSTORY) #3 1S, -VARIES TOP OF GARAGE SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) I • .ILL' CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET /�, AT ELEV: W/ 1/T ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE � ' ` #q 24,• < W/ 1/2" ISOLATION S' CHAMFER (2-STORY) e 0'-0" APPLICABLE i BE SCHEDULE #5 30" JOINT WHERE ( ' SEE SCHEDULE APPLICABLE) 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WiD, MR SIZE #6 z FOR wxD, BAR slzE f DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 7V AND BAR QUANfnY AND BAR QUANfnY N NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE3 1 3CALE:3/4"=T-0" 2 @ GARAGE 6QALE'3""=''-°' CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'41 (1) #.5 REBAR VERTICALLY W/ CONC. E POURED CELL u n 8" CMU #4 REBAR @24" O.C. 0 CENTER OF STEEL REINFORCING IN GROUTED SLAB CELL SEE PLAN FOR SIZE AND 9 SPACING REQUIREMENTS � SE NEW REINF. BAR s I SECURED W/ 2- PART yy EPDXY. MIN. EMBED _ _ S d 2" CAPPED GALVANIZED PIPE 1 8", UNO g W/FLANGE BABE 125 FOLLOW ALL MANF. 4 u 4" CONC., REINF. W/ SPECIFICATIONS FOR I a� 6'k6' #10 WWM ON >P USE AND PREPARATION OF, 8" CMU WALL 6-MIL POLY ETHYLENE 52 VAPOR BARRIER ON m a HOLE. ,y • II '•D WELL -COMPACTED SECURE FLANGE TO TOP O F SlA6 CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" p }'. I• 1 I TREATMENT SHALL BE TAPCONS �• ,¢O BORA-CARE SEE SLAB SCHEDULE (2) CONT. #4 REBAR t eQ` 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) z 'ISOLATED' COLUMN PAD b ° CENTERED UNDER WALL AND POURED I LY WITH (2) #5 REBAR ON CHAIRS • .e _ T�' FOUNDATION AND SIlCA�6 a SEE SCHEDULE 2,000 PSF VIRGIN SOIL OR 95% 12' MIN. DEPTH INTO FOR BAR EA AND BAR QUANRSn V TIT COMPACTED SOIL VIRGIN OR ENGINEERED SOIL SLAB HEIGHT LESS THAN 3'£' pER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION FOOTING AND COL. PAD 6SCALE: 3/4"=1'-0"7SE022���� LAP TOP PLATE A MIN. OF 48" — LAP TOP PLATE A MIN. OF 48" ----_� AND NAIL W/ COMMON VERIFY HEIGHT AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD LAP OCCUR OVER STUD OF WALL W/ PLAN 214 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. BTM. PLATE TO P SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO O L SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE SLAB W110d MASONRY 17' O/C STAGGERED. NAIL 17' 0/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) W 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING +-0.4 _ -0�� _ , i/Y' DIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB��.: TOP OF SLAB _ - a • MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND _e' 16" O.C. VERTICALLY MAX e SEE SCHEDULE FOR MD BAR SIZESAR � AND BAR QUANTRY Ea. EQ, SEE SCHEDULE FOR MD, BAR SIZE AND BARQUANmY %INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO 8 INTERIOR CURB FOUNDATION WOOD WALL 9 SCALE:3/4"=l'-W (NO UPLIFT) K WALL CONNECTIONCj_��O SCALE: " 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Mrww.a bdeslgngroup.com L AA #: 0003325 a �i m yZ6► u m � Q �0 q q 1pQ�lp�11 �pj •W��jj �pW �pW g A Q •: Q c w 1eC 0 �S Q a LOT BLK #13 PHASE #4B PROJECT# 04181.04 B-13131 MODE71 E401 "2828-ENSLEY" GARAGE BVIING: LEFT PACE: DETAILS 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA Y: 0003325 W ul SO � p p r ZWm Q0 fp7BLK *PAT #13 #13 SE #4B P1iOJECT# 04181.04 B-13131 MODZIA E401 "2828-ENSLEY" GA tAaa BWDT - LEFT "'WIRST FLOOR DOWEL PLAN 160 MPH EXP. J 20 PRINT 02 077 22 DATE: SCALE: SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ ia' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR �c VARIES PER ELEV. .,9 TO HORIZONTAL REBAR W/ ta' HOOK GROUTED BOND BEAM N J. z a VARIES PER ELEV. a d t I •e #5 BARS a $ 1 o� ta' HOOK I, 8. d •-e CLEAN OUT REQUIRED t� ��, °, e 9 FOR INSPECTION r , •• b 0'-0" FIN. FLR. 71E RTICAL REBAR TO HORIZONTAL REBAR W/1a'HOOK `y BAR SIZE 4B BAR D1A �� #3 16 CMU UNIT DIMENSIONS OFFSET METHOD CONTINUOUS BARSIZE 46 BAR DIA. h 6 36' #6 36" ARE NOMINAL SIZES HORIZONTAUVERTICAL #7 42" HORIZONTAL/VERTICAL METHOD #4 24' *� 3a' �/ MASONRY SYMBOLS �' 9 SCALE 34"=1'-0" �� REINFORCING NF REIORCING 3/4"=1'-0" #7 47 . NEW REINF, BAR 5� SECURED W/ 2- PART w EPDXY. MIN. EMBED ( g 6°, UNO FOLLOW ALL MANF, 8 SPECIFICATIONS FOR I USE AND j 8 PREPARATION OF HOLE. d d d. STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 www.Abdesigngroup.eom L AA Y: 0003326 � UJ 0 A ofi BLK #13 PHASE jL4B PROJECT* 04181.04B-13131 acOiiErt E401 "2828-ENSLEY' GAR SwsxG: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 02 07 22 DATE: / / S c AL.E: 1 /4"=1'— 0" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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. B. 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 REMARK DESCRIPTION O (2) 2X8 BEAM SCHEDULE MMRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TO A- = TOP OF ARCH I 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 (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)05 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-0078 www.abdosigngroup.com L AA #: 0003326 O W w U � 9 � Y p U�1i pw C r.- t OTT 8 R BLK #13 PHASE 4B PROJZCT* 04181.04B-13131 bcoDmia E401 "2828—ENSLEY' GAJtAQZ awING: LEFT PALM FIRST FLOOR LIFT BEAM PLAN AND lm NOTES 160 MPH EXP. C F—PRINT DATEE:: 02 07 22 D SCALE: 1/4"=1'-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK ao mPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN a• 10 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-a' dp HEIGHT # OF A5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T11 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - 1T/OM,OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iT/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL �U Gta as `� • ��aG OR F = FILLED W/ GROUT NO U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1 TT//1 M/OB NOMINAL�'� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. V,�N'F9 PQ�4� sf WINDOW PRE -CAST 'a 1X WINDOW 2 SILL z o SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE A5 CORNER BAR, 3ax_ TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 31,V=V-a' 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL 18 REQUIRED PLACE 05 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BE IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. BOND BEAM Pik 1#5 TYR B'k1S' BONDBEAM 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/(1)#6 BAR .ti; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ #5LENGTH B OFIBAR WIDAR TH OF MASONRY OPENING-7 BEAM DESIGNATION OR �] 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS rno . WWD SECTION FASTENS!SPAM 4 =7' MIN, 2 ` MAX s.=2}"MIN,"'MAX �� u=1}"MIN, 2}"MAX ea = I' MIN, 2 ¥' MAX d6 =2" MIN, 2 }" MAX a=2}"MIN,9'MAX �� &=1}'MIN, 2}"MAX ea = }• MIN, 2 i' MAX d, =7' MIN, 2 }" MAX s,=2}"MIN, S"MAX �� s=1}'"MIN, 2�`MAX as = }" MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE. ._ ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ._ ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW e, = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. J.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-774-4078 www.a bdesigngrou p.com L AA #: 0003325 lu w ti �UUQ d5 i��i1 g q Q ¢ Q 3, LAM $YT apAlOT #13 LK #13 ASE 4B ECT* 04181.0 4B-13131 �[ODE7.s E401 "2828—ENSLEY" CARACE NTfW0. LEFT PACE: DETAILS 160 MPH EXP. C DaTE: 02/07/22 SCALE: 1/4"=1'-0" SHEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8.OB 16.1Tro 1T 1T/OB 1T/OB -1T/� TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818.7T 8/16-IT 8/20-1T 8r24-IT 6/26-1T 8132-1T Bre-16 1e-trit 1T/1 1T/18 1T/1B -1T/1B e/e-2r e/16-2r eno-2r e24.2r errs-zr e/32-2r 3 8" PRECAST 1438 952 3114 4217 5321 6426 7531 3�' PRECAST ' 689 1024 3'8" PRECAST 15O 3524 4394 5263 6132 7001 2485 8119 6385 7708 9091 10000 1589 3524 4394 5263 8132 7001 4'-W PRECAST 1065 700 2305 3125 3945 4755 5557 4'-0' PRECAST 514 763 4'-0' PRECAST 1363 3060 3815 4870 5325 sm9 1981 6113 7192 6524 7827 8751 1363 3000 3815 4670 5325 6070 4' 6" PRECAST 819 533 1770 2400 3D33 3� '4300 4' 8° PRECAST 398 591 4' 6" PRECAST 1207 2582 3375 4043 4711 5379 1625 6749 7547 6752 OR1 7686 1207 2707 3376 4043 4711 5379 5'�t" PRECAST 931 1247 1999 25W 3123 3686 4249 5'�" PRECAST 411 411 5-4- PRECAST 1010 1806 2374 2044 3513 4084 1319 4400 7196 7342 678D 6259 1016 2276 2838 3399 3951 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10' PRECAST 340 338 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3893 5s77 6036 6546 5ng 929 2080 2593 3107 3620 4133 6'$" PRECAST 892 1139 3227 3031 3707 4363 6081 6' 6' PRECAST 410 721 6'$" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 46M 7054 10000 8825 835 1868 2329 2790 3251 3712 T 6' PRECAST 570 938 2498 2205 2896 3191 3686 T 6" PRECAST 303 534 T-0' PRECAST 710 900 1181 1462 1743 2025 gm 2498 3408 4864 7087 6472 727 1624 2026 2426 2827 eY28 9'4' PRECAST 428 633 1593 22D4 2481 2818 2521 9'-4" PRECAST 192 384 9'-4" PRECAST 464 586 767 948 1129 1310 on 1074 2298 3081 4098 4899 572 1318 1643 1968 2164 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10' 6" PRECAST 151 301 10' 8" PRECAST 356 468 612 765 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 Sot 1312 1742 2252 2868 3630 11'�' PRECAST 132 417 11' 4" PRECAST 430 400 530 653 m 872 yµ 1312 1742 2252 2868 3552 486 1042 1372 1043 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12-0" PRECAST 111 370 12'-0" PRECAST m 366 476 587 698 783 607 1210 1596 2048 2588 3771 440 940 1300 1880 1314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'4' PRECAST 82 298 1Y-4" PRECAST 3D8 303 393 484 575 us 414 1046 1385 1732 2316 2005 396 780 1057 1312 1071 12D3 14' 0" PRECAST 254 388 978 1272 law 1968 2279 14'-0" PRECAST 71 293 14' 0" PRECAST 279 278 380 443 as me 300 978 1272 low1950 2389 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14,-W PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 ON On 746 865 458 1 79 1429 1824 2277 2712 246 863 eeo 1237 1474 1715 1&-4" PRESTRESSED N.R. NR NR NR NR NR NR 15 4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 674 684 793 412 1014 1340 1709 2118 2513 230 Ole 808 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4" PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 326 365 451 587 Bs0 300 858 1121 1419 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4' PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 206 348 430 513 ON 235 m 959 12DO 1467 1710 188 428 623 803 960 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 698 833 1038 lies 1466 142 373 537 690 816 943 2Z-W PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 2Z-W PRESTRESSED 137 226 200 350 428 497 165 550 784 992 1203 1381 137 358 513 858 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 2' 902 360 418 -/ILL YMLVGJ INRCR /1J If1C LGJJGRf RVM JfYG LV/1VAC IOLJ OT VVf1Ll1T GV 10 GVLf1 IIIVIY, V11JMT LV 1.7 CVIIIVIY -rRGld1J1 rRVV VVIJ DT VII-IGGC RJ 1V M1 VR GVCV C CVMLVJ JIAV /1 ICOVVC AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com 116 AA S: 0003325 fa 2 o a n o rc n C F 5 S r C A OTT YAK LOT #13 BLK #13 PHASE #4B PROJECT* 04181.04B-13131 MODE7..: E401 "2828-ENSLEY' GARAGE 811MG: LEFT PAGE: SAFE LOAD TABLES %160 MPH EXP. C AFL PRINT 02 D,7 22 DATE: SCALE: 1/4"=1'— 0" SHEET %s2.2A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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. S. 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 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM O'-W, 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 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B'FROM THE CENTER OF THE COLUMN. r-------- FIRE DRAFT STOP 3/4" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS lM_ ELEV. VIEW PRE•ENG. FLR. JOISTS III 3/4" PLYWOODI DRAFT STOP J_;sl PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEWVIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" MORT HU48 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7T4.4078 www.abdesigngroup.com L AA tl: 0003325 A � m d � o QpQ OF ❑ OMN OTT "PAR LOT #13 BLK #13 PHASE #4B PROJECT* 04181.04E-13131 1[ODEIs E401 "2828-ENSLEY" GARAGE 9NING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C a PRINT DATE: 02 07 22 SCALE: 1 /4"= V— 0" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 t' NAILS TO TRUSS BH2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12' D/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SIP #22"x4% W, 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. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ I 11 1`' GIRDER CONNECTOR(S) SCALE 3/4"=1'-0 SECURE I -JOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SIP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 88iE8 BACKB48LOCK THCW= 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 12" GYP. WL. BD. SECURE ST. PLATE TO SLAB W110d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT, (-JOIST CONNECTION @ L.B.W. 4 SCALE: 3l4"=T- (NO UPLIFT) OUTER 1/3 OF SPAN ONLY PLATE DEPTH 1/4°D —HOLE EDGE >5/8" —HOLE DIAMETER <215°0 SGL. STUD HOLE EDGE >5/6' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 6DALE: , ,/2•=,'-01 1l2'=1'-0 ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --. TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SE SEE ARCHITECTURAL " pR 2x SECURED W/ (3)16d 1Z GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV, COMMON NAILS BEAM 12' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SIP #2 2" x 4 IT', W 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{7) SIMPSON LGT3SDS2S GIRDER TIEDOWN WITH (4) p3' x 5" TITEN HD TO CMU AND (12) SDS } x 2 �' TO GIRDER B-(,) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}''x5"TITEN HD TO CMU AND (18) SOS j'x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 5"TITEN HD TO CMU AND (18) BIDS J' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 6885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALP, 3/4.=1`°' SEPoES Boo BLOCK TH 00S 4500 3/4" WOOD PANELS 8000 (2) 72" WOOD PANELS 60 (2)12" WOOD PANELS 90 2z LUMBER LSTA7220 GAUGE W/ 1Ddx12 HDG COMMON NAILS. C EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK LAI HTT4 W/ 5/6' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (16) 16d z 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVLIWOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1. GALV. COMMON NAILS TO HEADER FL#17241 B_ SIMPSON IUS2.37116 G < 1400 LBS, U < 70 LBS W/ (2) 314'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 1Gdxl-12" GALV, NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ 18) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV, NAILS TO JOIST FLO17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0 4-0" MAX (W IX4) OR 10-0" MAX (W=4) MAX.VOR 2z4 BTM. CHORD BRACING 10'-T O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TIP. # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 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. T COVER 8 T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" PERPENDICULAR TO I -JOIST 2"X12 T 20 MAX. L 24" MAX. W 8' MAX. END SYP. P.T. EATHI t 71.1pluTPAGNGFRONTSEE FRAMING PL M. TYP * LEDGER s e END OF LEDGER 6 ''IIrr B� e BOARD z (2) 2X12 SIP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ T WASHER 8 5 12" LEDGER WITH WOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 R 24" MAX. W/ 24I MAX. W/ 8" MAX. END SYP. P.T. jy SHEAT ING SEE FRAMING PLAN (JOIST I.IDIST SPACING FRONT LEDGER TIP. TYP w ENDOF LEDGER w Yy m ° ° BOARD {� D d 2X8 SIPP.T. 1/4'X6' TAPCON ty m LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP, BOLTS/J-BOLTS?ITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE IBOLTSIZE MW.EWDISTANCE CETITRAL SPACING A DOUBLE SIP 2x8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SIP 2.12 1 (2) 3/4" 1 6' 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/?ITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL (I -JOIST) 1 O SCALE: 3/4"=V-0" (2) 2X4 No.2 SIP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER—� TRUSS PING) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 26 P.T. PLATE W/ 12d's T O.C. MAX CONT. 2x4 SECURED W/ (2) 10d'S ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE: 3/4"=T-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-9' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 ww W.a bdesigngroup.com AA #: 0003325 4 rc W 4p u 2 e N C Q ¢ 4 IC Q �QCq A YT *PA LOT #13 BLK #13 PHASE jL413 PitoizcT# 04181.04B-13131 �[ODEIt E401 "2828—ENSLEY" GARAGE awsrrG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C PRINT 02 07 22 DATE: SCALE: 1/4"=1'- 0" SHEET s3.1A .10 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING i SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 12"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE:34"=1'-0 #8 WOOD SCREWS x 7' LONG a 8' O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8" CMU WALL REINF. PER PLAN PER ELEVATION IJOIST (SEE' z FRAMING PLAN) r - PER ELEVATION (2) 2x4 P.T. W/ r / DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10lS3.1A. � 12" O.C. !? y, 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL `� SCALE: 314"=l'-0" ImmwIl #8 WOOD SCREWS STAGGERED AS SHOWN SYP #2 LEDGER. SEE FLOOR DBE. FLOOR JOIST LEDGER SCHEDULE, 10/S3.tA 8" CMU WALL REINF. PER PLAN t. }" X 6' TAPCONS PER ELEVATION o $ (JOIST (SEE z FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING YN'. 24" MAX. NAILER W/ MASONRY NAILS ? p 12" O.C... 1X2 FIRE -STOP t SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 4 SCALE:34"=1'0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW &MI, ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX Q 2X4 DIAGONAL BTM. CHORD PER ELEVATION J141 I BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE{NG ROOF TRUSS ,I SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5M. GYPSUM BOARD OR 1/2' HIGH W/ 1!2' DIA. ANCHOR BOLT W/ Z' `.,; A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W! (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B -12) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12ds 8' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 'O• PROVIDE BLOCKING SIMP90N SPH4 OR SPH6 BTM 12" GYP, WL. BD. • o AND TOP PLATE ANCHORS Wl tOd x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ C CONS. 2x4 SECURED's� EACH FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2' 10dx 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS ) TRUSS TO BE INSTALLLED ED@ G 10'-0" O.C. MAX , EPDXY 5-1/7' EMBED. MIN. 0 16' .1 08 10b I OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' 8 TRUSS TO POET CONNECTION • A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'X3"SDS, (1) 5/8" AT.R. TO HDU4 AND (10) 1/4" X 2 1/7' SDS TO POST TRUSS CONNECTION @ L.B.W. n n:. POET TO SLAB CONNECTION SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5!8' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W sp O U al c rpp d 4) V Q A T57T °PAV LOT #13 BLK #13 PHASE #413 PROJECT# 04181.04B-13131 1LODEIt E401 "2828—ENSLEY" OARAOE SWUM: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C r ARcHrrF-CT. P 'l 1 PRINT DATE: 02 07 22 SCALE: 1/4"=1'- O" SHEET S3.1B lili h VTCR SPACING (1) AT EACH END VTCR AND 6'-0" O.C. MAX. ytiy, IIIIIII�I \ I11 \ ohl \ N c \ SIDE VIEW PRE—ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 14 14 K 0 0 ggs�g�� n p 9i w ai uQ C AMBYT � Z LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04B-13131 MODEL: E401 "2828—ENSLEY' GARAGE SM/ING: LEFT PAGE: DETAILS 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA is 0003326 a W. U � Y G Q ¢ Q LQU Q C V S C LAOIT °P #13 #13 E 4B T* 04181.04B-13131 MODZU E401 "2828-ENSLEY" GARAGE BVfMG- LEFT 1PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C ATE: D02 07 22 DATE: SCALE: 1/4"=1•-0" SHEET S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA is 0003325 N U �_ Lu fy7{ dI � Y A BYT a� TTZ LOT #13 BLK #13 PHASE 4B PRoizcT* 04181.04B-13131 moaEz: E401 "2828—ENSLEY" GARAGE aVFxG: LEFT PAGE: SECOND FLOOR DOWEL PLAN L160 MPH EXP. C PRINT DATE: 02 07 22 S C ALE: 1/4"= i, — o0 SHEET S4.2 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rI) IZH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB! MASONRY 3000 Bx16 (1)#6 (1)#5 N/A GROUTED SOUD BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 7'-6" i 4 i ( j BFIBAT/OM/08 8F8-lT/0M/0B T-6„ T-O„ if-------------------------+-----� I � I i L-----# 4,-6„ U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T4 8F8-lT/0M/0B SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 cg w U h �n C re 10,11 LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04B-13131 MODE3U E401 "2828-ENSLEY" GARAGE BWZNG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT DATE: 02 07 22 SCALE: 1/4"= V -0" SHEET s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 6" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M-0B 16.1T 1T 1TIM 1TM 1T TYPE LENGTH 8 /8 PLAIN 8/8 SOLID TYPE LENGTH WlT 8/18.1T 8120-1T 8/24.1T WA -IT 8/32-1T al8.1B 18-1T/1 1T/t tTMB 1T/iB -1T/1 ere-zr e/16aT en0-2r en4-2r e1284T eM-rr 3'-0' PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 889 1024 3'8" PRECAST 1669 3524 4394 5283 6132 7001 2465 6113 am 7708 9031 10000 1569 3524 4394 5283 8132 7001 4'-0" PRECAST 10B5 700 2305 3125 3946 4785 6687 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 6=5 0079 1981 6113 7192 6624 7627 8751 1383 3000 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3066 4300 4'-6" PRECAST 398 591 4' 6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7566 1207 2707 3375 4043 4711 5379 5'at" PRECAST 93t 1247 1999 25W 3123 36M 4249 4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4400 7190 7342 57W am5' 1018 2276 26M 3399 3961 4054 &-10" PRECAST 817 1024 1531 Z090 2549 3009 3470 V-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 38D3 yen 6038 8548 577g 929 208D 2593 3107 3820 4133 B 6" PRECAST 692 1139 3227 3031 3707 4383 6081 PRECAST 410 721 6' 6" PRECAST 836 1201 1578 1955 2332 2709 1139 3227 4598 7o5a 10000 am8'$' 8W 1866 2329 2790 =1 3712 T B" PRECAST 570 9n 240 2205 2898 3191 3885 7'$' PRECAST 303 534 T 8" PRECAST 718 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2518 2521 W-4- PRECAST 192 384 9--4- PRECAST 454 686 767 948 1129 1310 639 1674 2296 3081 4099 4899 672 1318 1643 1989 2164 2519 10'-0' PRECAST 388 487 1247 1707 1904 2163 2028 10' 6' PRECAST 151 301 10' 6" PRECAST 356 AIN 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 19N 11141 PRECAST 330 544 1312 1742 2252 2868 3630 11'11" PRECAST 132 417 11' 4" PRECAST 430 406 am 653 7n 872 544 1312 1742 2252 2868 3552 486 1042 1372 1543 1470 1710 12'-0' PRECAST 308 507 1210 1596 2048 2588 3191 12'-0" PRECAST 111 370 12-0" PRECAST 383 305 476 587 698 783 607 1210 1596 2048 2588 3171 410 940 1300 1580 1314 1476 13'-4" PRECAST 270 O3 1045 1366 1732 2l-67310 2005 13W PRECAST 82 298 1T-4" PRECAST 390 05 484 576 845 414 1045 1386 1732 2318 2805 398 780 7e0 1057 1312 1071 1203 14'-0' PRECAST 254 308 978 1272 16M 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 990 978 1272 low1950 23� 378 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' S' PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 926 740 855 458 1079 1429 1824 2277 2712 246 am 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 816 we 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4" PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 326 365 451 587 680 300 858 1121 1413 1739 2047 192 NO 720 601 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1974. PRESTRESSED N.R. 148 1914" PRESTRESSED 162 288 34a 430 513 595 235 738 950 1200 1467 1716 188 429 on $03 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21'�4" PRESTRESSED 142 219 308 381 454 627 180 598 833 1038 1168 1468 142 373 637 890 816 943 22V PRESTRESSED N.R. NR NR NR NR NR NR 2Z-W PRESTRESSED N.R. 116 2ZV PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24,-0• PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 3D2 1 360 1 418 -ALL VALUCJ 1 A N AJ 1 nIZ LCJJCR rRVM JArC LVAU I ADLCJ OT VIUALI IT LV 10 CIJI I IVIV, LV I 1 J M/1T LV TO CUI I IVIV - rl[CNAJ 1 rl[UUVIi 1 JOT V 1 MIND I V MCC I VR CA%,Cr_U VALUCJ J I AICU A6V VC AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 � w u � f 0 0 3 o Lu Q u r A' $ T °p IR LOT #13 BLK #13 PHASE #4B PROJECT# 04181.04E-13131 MODEIA E401 "2828-ENSLEY" CARACE BVFMC: LEFT PACE: SAFE LOAD TABLES 160 MPH EXP. C PRINT DATE: 02 07i 22 SCALE: 1/4"=1'—O" SHEET S5.1A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 @ 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 V-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 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003326 rq a U 0 Go y r � Lu p C Q [PROJZCT# T rp LOT #13 BLK #13 PHASE 4B 04181.04B-13131 MODEU E401 "2828-ENSLEY" CtARAGZ 8WWQ: LEFT PALM ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C AA NO DATE: 02/07/22 SCALE: 1/4"=1'-0" SHEET s6 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77,10) ZONE 2e = 67,10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n = 77.50 PSF (87.50) ZONE 3r = 91.60 PSF (101.60) ZONE 2r = 77,50 PSF(87.50) 4' -6* END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: IP 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Y' STRUCTURAL SHEATHING EXP 1(40/20),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132'. STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 21/Z' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3!S' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 HAF 1tm UK IHU66 ROOF SHEATHING EXTERIOR SHEATHING USE 1!Z' COX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND SO RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 1GO NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r, I Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BB RING SHANK GUN NAILS I$ C O.C. TOPS BOTTOM EDGES Y 49 �O l° o �� �I . I I I 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 2e4 42 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` #e Z' DECK SCREWS 0 6" A" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 3/4" 1 &G SUB -FLOUR UEUKINU ULUEU TO ALL EXPUSEU MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7Ih EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-10 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND RISC 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 MERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: UVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD nanaoncunent 10 psf BTM CHORD - -concurrent DEAD LOAD DEADLOAD 15 p#f TOP CHORD 20 psf TOP CHORD (7 pV W! ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C3W33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFELE03W. 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 PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN IN OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WATH CONCRETE. SEAT PLATES $HALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A10S4/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE OATH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLAWS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC ' EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 601N 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 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 47' PROVIDE 36". 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036° AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL 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 WITH ANSI/ASCE 7 68: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=10) MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC EXPOSURE C, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY d ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLEATTICOATHLIMITED LIVELOADS:UNINHABITABLEATTIC WITHOUT STORAGE, BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT VVIT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THERE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS' 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50PO, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE rm = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 1T. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 Psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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" STRUCTURALTERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, OATH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP $HALL NOT EXCEED 5PN- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94OW OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMIED WKEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SIXTH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER I-IRPFOR 16 AND SMALLER 2PFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 34' FOR SLABS, WALLS AND JOISTS 1.12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 A361A36M FY = 36 kwFOR ANGLES PLATES AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 k. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE 0 TYPE E OR S F = Y Y 35 k. 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 LEVEUNG. 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. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 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. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REALIR. APPLICATION SIZE TYPE SPACING REMARIfS 14pTFW2RIwm MASWRV/WING. CASE INROENEDCDL NNLI-LONG. B" GARAGE COOR BqX TO MA6pfRYM.gJC. 1/i°DA NO WASIER TNWNMA90N1RY FASTENER 6C� rz'EM .1-E-DST.. t/lEDGE- SGO, AL EXT. DOORS CA6B HARDENEDODL 0"OIC W1NDpNNDOOWFASTENEO GARADE DOOR BUCK -AO 11Y qA. -N.. Bq.T 18'O'C (31B"GIAI C" EMBED., C END T. 1 x PT.SEENOTE6 NNL 11I2'LGNG 9TADGERED INTO M49JNRY/WING. TOMA80NRY/CONO RCONTACT x<•aD(irY'Dgl 3°EOGEDST. WNoowBGa C EWIRDENEDWIL YANOONIDOOPo FASTENED METusTRAPTo THIS ENGINEER FOR SPACING I. PT, SEE NOTES NNL I - LONG. STgt3 _G IMO MA9CMRY/GONG MA6JNRY ICONC. REQUIREMENTS EXT. SWING DOOR (2).-TP➢ODJ' IS'OC 11?EMBED,BEND WASHER FA6TNER gST.,11?EDGE DST. I PTWINroVd BUCK Fv3f/B" &'OIL 4"EW.OI6T.,I trY' PTTTO6TEf1 COL..6EE WI WASHER STAGGERED EDGE qST. NDTEfi 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE S. ...AND OR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W W.abdesigngmUp.com AA #: 0003325 4 L4 8 U 01 WM4 o LMZ�L. d 7ey� N QRQ D�7 QU p❑ QQQ A Q ¢ 4 Q A��fi LOT #13 BLK #13 PHASE #413 PROJECT* 04181.04B-13131 moDELc E401 °2828-ENSLEYr GARAGE OWWO: LEFT PAGEc DETAILS 160 MPH EXP. C AR NO 93723 DI TIT 02 07 22 SCALE: 1/4"=V-0" SHEET S ITT 1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS fMreuu4uE; ' a�ernama nnx:RpwwwcaE. w�eixFaruowoiMw vo3E4NeuraweW� �vcwam wrw��. we �u's� wpNPNaAORiilMglalaapRMeLLOw1LWE ,femur enva �rNs'wRwiWeom�LinN'ssimirst�it°r'a.".i�i.��tan•�e . s+awaRaleErz ww:rala%vi3ra � .. 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'. �`�A"Ac'3W'La"° aN001A `ru""'ci°Eo::i''pwscucar TABLE OF CONTENT NcalwnT.ean a'•Aiaw nAn.VmiA waxo Arrsr a(aolirew Oa Rw,uMAw.mNo �YtauueLU Rwr6gNgL.,c'npfFOfqaN i 6010R aa10.1VwgYpR L11A9e, AMW fO1mI! R R4rfoiifRLRRLaiNn xtRA 3 e6flWgxN Nar6 NOn eagrRpvleolA fLA dram si�i,eam.'a�s»qu a M4uA141 EirA nnRMlr m6RLCIgN � 4rTarauFlErt Rmad, NasNa mrmixrew 6 efRWpl oOFAa • llerorrW F 4 amR .Ani! raVfera Lo fray. Hares / ralf VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS OESIGN PRESSURE IPSF) AT VARIOUS SWGLE $VAN LENGTHS . EAVE1 —IlPANA, tr ,IEM4101gINa emsaw ewR k1. 1XlwaiALUiIna GROea ECiaNalrONIr ONNEET6a AXa, OfPICa 9elfilE p3rayuTpN CrNNf�FR W�TNy ULCIX#(�AT 'UaaHID00 aMRpnFNIRNEq Wlr, Kpfv[q, t3aetWFLNni EI,LT RTAawNWlr Petlwe lrfeHeri LOTF,t A6trV.tq,ITO T+{SECRLKAIMlIg6 ONLY A6LORO AL r11eVJEt Arsi fAatENERRE�tArlWMLANpaMNWT4ARE WwfAwfO. R ..—os( ' EL) W.l la APf TMVc mfaNw wlPrfntiPFMsnr n•,rr, ra TA•, tE•arin N• iic fL) �M.4 x. AVLTr�slaR irN1EHERa M si Asse sze Aic ve sno a.. ABZ R r:NTS 11 YHF tYPap&EE,F InfMT ANOfonF nNrNK.e e,InMA AN.R A1P rriaTPNiq acNP a iaa.T,w INN xias 6i CmO i2.1 494 Yl 4T.1 erEEi!fM � H _ABC eiCw DLF R6 453 ... sMNA0.i3EMRJlMENTE%CIVJE wr4.FIMtlHEa :YK/V�MPLVtNOitwktEC iO .__.s._.._. r .,...ALC 4).b,�-1�_ afUCCO,PClr9WCR1EMFERNW AOAOI EOtiE1114TAN:E6EMAlt BESULNTa OgEviMlvFCgAC,mW OT auR)gATE WTfgW. R ,�_ Li<w9L( tl) .H6 !AL( � 41T i -n.s_ �3, fA41ENEfltENGa,S ANN NRiNEINLTHU.iXINOETHLi00MOl iANE3NlO gFtgMFOWALrtMvHIT, TWAt AYGNNE9L1—IEE AOCEpMtOfi G.EET. _ YIMIf4WlE-�VM)11NAORf V[IA®YOIWT ). oIATENENLAYAI HAVE CRrOeaN REALNITOW1 1 WOE Cf A �CNRE41ETAwTMA1CgIraCUElq.aiRFMAtX1"EBW4TMiE �. RSTAYAtgfl i EIAL�% Ibi9ve INgfiw WIFRNtA. IMLoaT Ai( K1 12 .4 ii 554 n Am i( SS6 SSa eicm0ie ssl -+fs un — H eLfm Y6(+-3x6 d0.5 ♦LL 4Ta J>6 M ei lm Ai! FASTENER SCHEDULE aEY CLel1P • � ,/f. mal• IswnOt a Loco '-Ale ,/.• i a e T/N• trpM '. Qorlq Rr1[ r• r,w rc,Rt rAVp 1? 1!f• urn Y Y�iRETrfaa p "fmN. Rao r-r/x• Ne• ma ro. ,Vi Voss x-rp' rp• .ete tee. rLw4i fLE E elarrm r Raeai 4: fReRl, M fATIOR, W Lsiuw oermL toOM awN e1W R0.09 7 .1165 0. I8 & 6 11191t- 0.042 .S 1 /2" J—CHANNEL/TRIM i 5 VINYL (No. 1100) .022 i. 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRAM SCHEDULE VINYL SOFFIT JZHAWEL FASCIAIERES 12' TRIPLE 4 SOLID NO. 0623 SOUD SOFFfr 12' TRIPE 4 FULL-O-VENT 1/2• d-CHANNEL 4' FASCIA NO. 0622 VENTED SOFFIT vsn No. 1100 ALUMINUM NO. 9700 12" TRIPLE 4 FULL-0-VENT EDO NO. 06" VENTED SOFFIT SNrle(pr YryM•l' BILL OF MATERWLS A Efl ' �sR staLLNt w Aur 1 No agtMae er x RT yliD (eR rar[ W a ART ,) +-twFN[L - EE OIMRM6 M 4ELf T fur - ITT m.ia a Am) Hal[ W w AtQa , e 4wr t3twc11R . r-t/r T-ILL WL caNaL1E na ax ant• oLf[aElr M ,-x/4• TRr Nat R!II ) r OA s)/IP LOIq oNeA frME Y IRA E6ag1 gIPlE iRR e to a� to Y roNIE Loaf WAN - >x . OA1 tLi aaOL a r NauNt Loot L TRN - A3 - au wE tWaD W R «.a eiw ASCIA HOOD OARD BY OTHERS ® TRIM NAIL INSTALLED THROUGHSTAPLES INSTALLED FASCIA ®16' O.C. MAXO THRU SOFFIT AND J-CHANNEL AT NAIL OSTAPLES INSTALLEDHEM THRU SOFFIT AT NAILFFIT AND IN VALLEYS 1O kCHANNEL HEM AND IN VALLEYS STAPLES INSTALLED ® FASCIA �1,2„O,.C. MAX (INTO O3 O oOD) IN JCHANNEL DETAIL A BATTEN FASES INSTALLED 7O SOFFIT AND NNEL AT NAIL HEM VALLEYS WOOD SCREW OR BO NO SCREW, iVl-�___i_f--6OFFIT N ATTACHMENT OSTAPLES INSTALLED 0NER SPACED 24•12" O.C. MAX (INTO.C. WOOD) IN JCHANNEL SLOT OR T-NAIL 0 17' MAX. (INTOO 1O.C. CONCRETE/MASONRY) CHANNEL© 2X2 WOOL DETAIL DO STAPLES INSTALLED J—CHANNEL THRU SOFFIT AND FASCIA JCHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT--LU- © JCHANNEL-" rN DETAIL E J—CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSIJ04 T/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING RUSS/JOIST/RAFTER BY OTHER 2-1/4" EMB, X2 WOOD BATTEN 11 FFIT 1O '-1-CHANNEL O3 DETAIL B J—CHANNEL FASCIA © BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSNOIST/ RAFTER LOCATION NOT TO EXCEED 24. O.C. INTO TRUSS/JOI / gY OTHER rSTAPUESINSTALUED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS 11 1 X2 WOOD BATTEN —A TTEN O SOFFIT NSTALLATION SCREW, OJ-CHANNEL•, BATTEN ATTCHMENT 8 �„ FASTENER SPACED 24' g8 MAX O.C. -STAPLESINSTALLEDG DETAIL i70.C. MAX (INTO WOOD) IN JCHANNEL J—CHANNEL S SLOT OR T-NAIL 012' O.C. MAX. (INTO CONCRETEIMASONRY) 21/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT O FASTENER SPACED 24" g MAX O.C. TAPLES INSTALLED 0 1T O.C. MAX (INTO WOOD) IN JCHANNEL B SLOT OR T-NAIL 012. O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE.t MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L' SPAN 'L' AVE WIDTH F (ROO OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) SEE DETAIL'A' f aLJ SEE DETAIL'E'J _x_j SEE DETAIL'D' SEE DETAIL'E'-'o' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL 0 WALL AND FASCIA END .aa v v R1ML A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 xen —•u—v—rrlfi. Kris A -- 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 —m ffif —o KTML A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE: 1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 NOR W 0 b g �4 g n yyppIL p COO W w W Y PRINT DATE: 02 07 22 SCALE: 1/4"=1r — 0" SHEET SDI GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG. 1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE �� 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. Ll\ ° ° FASTENER POSITIONING: VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) FASCIA EAVE SHIM AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFITO OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDING • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LEAVE APPROPr lA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-J( b/AIItN NG ER ING lER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM iE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA M. 0003325 w a rc to y w U 9� A $Yfi a� LOT #13 BLK #13 PHASE #413 PROJECT# 04181.04B-13131 MCDExa E401 "2828—ENSLEY" GARAGE SUING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C PRINT DATE: 02 07 22 SCALE: 1/4"=1'-0" SHEET SD2 w I a v