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HomeMy WebLinkAbout7043 Silverado Ranch Blvd9 92004EHB -HAYDEN ALL WORK SHALL C0 NG CODE, PREVAILING CODES FLORIDA BUILD NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 2 5 2019 CITY OF ZUPH` R,III LI . HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax- (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FRESIDENTIAL VE EDITION (2OTH *FLORIDALOFIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES *OCCUPANCY - RESIDENTIAL, GROUP R3 *CONSTRUCTION TYPE - VB ��pp� ����p�� *MN. DIi'ERIOR FINISH - CLASS B *BASIC WIND SPEED - Vult=150 YPH veea=L1Li IIPH •EXPOSURE - B •1-STORY ItESIDENCB - :I -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE MFIL MANUFACTURER ABC AIR CONDITIONING MIN. MINIMUM ADJ. ADNRTATE M.T. MUNTEDRESHOD ALT. ALTERNATE MID, MOUNT® AMP. AMPERAGE MTL METAL BD. BOARD N.T.S. NOT TO SCAE CL CENTER LINE O.C. ON CENTER CAB. CABINET Pc PROPERTY LUC CLG. CEILING P.B. PUSH BUTTON CLR. CLEAR PH PHONE CONC. CONCRETE PIT. PLATE CFL CARPET PLYWD. PLYWOOD C.T. CERAMIC TIE PR PAIR D. DRYER P.T. PRESSURE TREATED DO. DOUBLE R. RISER D.G. DUAL GLAZED RAD RADIUS DIA. DIAMETER R.A.O. RETURN AIR GRllL DIM. DIMENSIGN REF. REFRIGERATOR DISP. DISPOSAL RM. ROOM OF. DEEP R.O. ROUGH OPENING DIL DOOR &C. SOUDCOREEXTDR D.S. DOWNSPOUT S.D. SMOKEDETECTgi DTI. DETAIL S.H SINGLE HUNG D.W. DISHWASHER SHT. SHEEr EA. EACH sHTFIG. SHEATHING ELEV. ELEVATION SHWR SHOWER EQ. EQUAL sIM. SIMILAR Pact EXHAUST SL SLID NG EXT. EXTERIOR SL. GI. SLIDINGGLASS F.GIFX. FIXED GLASS STD, STANDARD P.G. FUEL GAS SWS SHEAR WALL TIM FIN. FINISH TEFIR. FLOOR TEMP. TEMMPERPER ED GLASS FLUOR. FLUORESCENT THK. THICK FR OR DR. FRENCH DOT.O.C. TOP OF CURB FTO. FOOTING T.UP. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB GAR. DISP. GARBAGE DISPOSAL TYP TYPICAL O.F.I. GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GL, GLASS V.P. VAPOR GYP. BD. GYPSUM BOARD W. WASHER ROOF H.B. HOSEBIB W/ WITH it HOLLOW CORE WD. WOOD IHOT. OR HT HEIGHT ER W/H WINDOW A ER HEATER TINT. INTERIOR W.I. WROUGHT IRON LA LAVATORY UM. UMINOUS M.C. MEDICINE CABINET DATE DESCRIPTION 06gyI 2_gTORYGh11CONVERSION ARCHITECTURAL SHEET DESCRIPTION OUF�/I8 61D SET 168UED PG C COV@}g} SHEET .C.T PG G G ERAL NOTES PG AI -FIRST FLOOR PLAN pp AL1A- PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" `p�p`�G A4K- k RIGHT ELg�ATIONS "K" CG E1-F1RDl FWOR ELL'Cfl21CAL PLAN PG g2-ggCONF FLpOR ELECTRICAL PLAN P PLUMBING PI" PG 1- PG MI -FIRST F1,O MECHANICAL PLAN PG M2-SECOND FIDOR MECHANICAL PLAN PG DI-D PG 2-rffl PG D3-DETAILS PG Nip v a�.sB O y-�G �' AW. PG WA2-WALL ASSEMBLY DETAILS ppG WA3-WpL� p�gggMgLY p1�E��1'AILS PG WA4-WALL /4Y�RLY US'1'A113 PG WA4-NOT USED PG WAS -WALL ASSEMBLY DETAILS 02A3M ADDED ELEV. 'J' 'K' WITH BIDING PER IMAM: BGUES �� EID GOT RE -ISSUED O4AVIe FOOTW& REVISIONG PER M. BOAES gl6/pge 1-"GTS INCORPORATED INTO MASTER PLAN 06lMA6 CONSTRUCTION DOCIJ"ENTS RE•ISSIED owim ADDED VALLEY FRA11WA DETAIL, UPDATED DOLLARD DETAIL m1n6m DETAIL- 'ADDeNG BAR TO BOND REAM' ADDED TO 8L2A 02126A PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. A OUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 .IT/���/� . V!l . S BT PLR LNNG II®4 SQ. PT. aND PLR LIVING IS®I BGt PT. TOTAL LIvW5 2603 Sa PT. GARAGE 431 Ga PT PORCN ELEV'S III e%L FR. TOTAL ELM 3153 SQ. �. exIV PATIO g� Sa FT, STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN ETAILS PG 21:2 2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2.1A -FIRSTLjFT BEAM PLAN AND NOTES PG S3-FIRST FIDOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-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 S6-ROOF FRAMING PLAN PG 3N1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BUILDER THE BUILDER ASSUMES ALL LIABIWTY 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 1N ORDER TO BUILD THIs PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE I3 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 WRTREN/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 CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes*kgroup.com AA M: 0003325 , Y IN o $ d a lu OVSDEV. As IIATt SILVERADO LOT #61 BLK. #6 [PROJWT# 04 2-61061 monm- 4EHB "2605- HAYDEN" GARANSR IIWDM: LEFT PAC& COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2017) 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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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.&I: 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 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3028& TABLE R3028: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5I8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. WEWORK 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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 TILER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MNIMUM AREA SHALL BE 8 FT . SQ. PLI1116619 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 V PVC (SCHEDULE 40), INSULATED WITH %i AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVEM N96 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE ExfERIOR FINMNE6 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,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-C1063-11A AND R703.7. FIRE RE616TANT CON6TRUC710M 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. 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 GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes4pWoup.com L AA M: 0003325 Y c R L11 I I IL3 sumly. a LOT: SILVERADO LOT #61 BLK. #6 Pnon=Tip 412 0 2-610 1 moD=dl 4EHB "2605- HAYDEN" GARGGN STIEWCis LEFT PAGIM GENERAL NOTES 150 MPH EXP. B DATM 3/11/19 SCA& 1/4"=1'-0" EST GN PAT10 0 2'-8' 15'-4' II'-8' Im'-0• 0 3e52.8FI (2) 3052-SH 6ei 8 12'-4' I 21'.4' B1 r CLA 4 � 1AW 9 ROOM I I I QDW I ROOM W-a• CLG. a' -a• CL& I 9'-s�J" 3'-S' 6'-i0' 3'•S' 5'-B' V-S' 1'-V :I I � (2) 20" I I I I I A 1 �+ B II Tus/ BATH#2 VIC II ^ F-a• CLG. I L® I 110 Im POST o I I I CIv I I I,. I I I .x. O is01 a' I 1 m C I I I; I I I I I 9 H.d. I it I II 5�.q• 3�.8• q _m• I g _m• io 2 iv 21.5• 3' m 3� q• 5'.S• T_q• 2868 SC 20 MIN. STAIR DATA li RISER 0 154' BOLLARD 15 TREADS IV' 9 A — — Fajl — IREF N 5-SW 'v O AS REQ. PER BLDG. —__ B CODE II �? s OAgp® a' -a' CI.G. FOYER ® s�-e' clG.o+ III Fm III a'•a' uG. .p � sale a m III ILVIe' III 2'-10, TRANS III e' 1.y• 814 I s y Pmcg r_r QA Nb'•0' x 1'-0' OH. v 9 FIRST FLOOR PLAN SCALE: 1/4' " P-o' NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 146' (35mm) IN THICIQJESB, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I4b'(35mm) THICK OR 20-MM M FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN 14Y12.1mm) GYPSUM BOARD APPLIED TO T14E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN k'lKs9mm) 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 14 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED-) 302.1 rWrWc o orl�°F�i�cal�a�it IrA mom ZONE SWHMIDM F8WJ2 MDT" FWrACE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING US 5 24/-31 DR. MIN. CRITERIA SCaD. MIN. 41 5 23/-29 CRITERIA ]bole 0A.D. 112 1 5 20N-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL BIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. o0NINLOME W" SQ.FT. CALC• S IST FLR LIVSWs 1104 60. FT. 2ND FLR LKIM 1501 $a FT. TOTAL LTVWG 2605 SQ. FT. GARAGE 431 SQ.FT. PORCH MEVa III SO. FT. TOTAL ME" 3153 8Q. FT. &W PATIO SO ba FT. MASONRY/FRAME WALL LEGEND 8'-B® L UNO ON PLANS BIML NGT. VARIES 6' BLOCK WALL UN.O ON PLANS W-8' BRG. INMRIOR LOAD 61i's. WALL UNO. ON PLANS 40 LOAD BRG. WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE CV-S' -ALL EXTERIOR DOORS TO BE b'-S' UNLESS NOTED OTHERWISE 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. - FRONT DOOR ASSEMBLY TO BE THEIW-1A-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 15E EQUIPPED W/ SELF-CLOSMG DEVICE (R3025.1). 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL32750 PH: 407-774,6078 FAX: 407.774-4078 www.abdesWgroup.com L AA #: 0003325 a cs It $ a � d a 8XTINDIV. ae W SILVERADO LOT #61 BLK. #6 P3lOJlICT# 04128. 02— 1 61 1[OD>QIe 4EHB "2605— HAYDEN" GAP —%OR 8111IN10- LEFT PAGZ . FIRST FLOOR PLAN 150 MPH EXP. B NOLMD A A80121'IACPA AR NO 93723 A f A>M3/11/19CALIM 1/4"=1'-0"!!f>!�T Al 42' W HALF WALL—� \\ v CAP (2) LAYERS OF 5/4' PLYWOOD BICW! TREADS TO STRINGER 3/1' Tq SUS FLOOR OR (2) LAYERS OF 3/4' S11D WK3� V OC EM a EA AH U GLUED ��� FLOOR MATERIAL RIPS FOR GTRNOER LNTNREADED SWANK PER FASTENER BOI.ID NAILING N 96 TO OORTO IF�R.4THN6 Im'-m 3/4' 2ND FINR . FL THE CLEAR SPACE BETWEEN ` I i/2 THE HANDRAIL AND THE WALL \ MIN SHALL BE NO LESS THAN 1 1/2' a'-e elv�.IlraT. — — . HANDRAIL 0 36' AS PER FBGR R311.1.82 Mwim TLM \ W/ 1X4 RE I►FORGMCs ` STAIRS M&M TO COW10M TO FxR &TN \ 4. pCK '42* W. � WALL Wt HANDRAIL ENDS SHALL BE 9 EDITION (W) MIN. 7READ.IS' MAK MSER.1 3/4. 3f. MAX VARIATUON N ItlSEIE/TIIEADS BTAIR —A 5 BADS PLATE \ �' I' MAX CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL = ADJACENT TO BAC44 mHeR 3a• MAX VARIATION N ANY MOER/R EAD IL4NORAIL CIRCULAR CROSS SECTION DUL TO EE 1 3/4' Im'. I' M08RJG \ MSl N \ POST. -V4' OR PROVIDE EOUIVALEN( S T 0 R ` GRNSPAISLITY URGERS- MN. •• wDE • NARROIU W 0 MN. 3• wDTH a a' FROM . \ p Q NARROW END 34' MN. HANDRAIL HST. 3-2.2 GYP STRNGER \ OF sK \ = NOTE. t E, UUC NN.DEDEAAD 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A W. •ENCLOSED L MAVE1WA SPACE UNDER STAIRS SHALL NAVE UL4LL8, UNDER STAIR GUIS-FLOOK-400OR GIMILA PL-40O OR 6l71LAR1 • u � DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A C ' W. W�I U- DIM. VARIER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2' &rPSUM EA HORIZONTAL RN \ '' - 0 PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND V-4 _ * 9 r WARDS, FOCR 39"1. 2 EA RE-0 90MC ` � � A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. R \ DESL. SCCURE wad S'-V or_ i7" 2. THIS RAILINGSYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP PLATE FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE Art MASONRY 4N�AILS:2X P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SLAB UTI(N S' STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 OF EACH END, 32'OC. MAX BAR DETAIL ARCH DTL. C STAIR ®SECTION 0RAIL SECTION P.C. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesW4mup.com AA M: 0003325 tlt � a aLJmm to LIOT4 SILVERADO LOT #61 BLK. #6 IrmonwTif 04 .002- 1061 MODmLa 4EHB "2605- HAYDEN" GARAos OWDIM: LEFT VAG& FLOOR PLAN SECTIONS / DETAILS 150 MPH EXP. B L AR NO 93722 I D � 3/11/19 ®CALM 1/4-=1'-0" s>t m A1A Il'-4' 2'-4' 12'-0' 3062-8H 3052-BN „� EGRE86 (J 3m52-SH EOREg� m13 o 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.a bdesf@:gro up.eom L AA M: 0003328 � tu Q 8 b aysa:v a1 Loan SILVERADO LOT #61 BLK. #6 PllOJ>OQTID 04128.002-61061 Moa2sss 4EHB "2605— HAYDEN" owiewos awixct: LEFT PAO)Q: SECOND FLOOR PLAN L150 MPH EXP. B 26'-8' BLDG. HGT. SHAKE SIDING ----------- � ---- AS 6PECPIED S� (TYIDJ b' TRIM DOEDb' RAISSED- BAND \ 4' FREIZE BAND (TYP.)----l� 2ND FLR _ BRG. HOT. I PYPON 16'X62'- DECORATIVE 914JTTER OR ECUIVALENT 6' RAISED BAND 10'-0 2ND FIN. FLR'r 8'-8' CLG. 140T.1 OPT. COACH LIGHT -0'-4'GP4D 2ND FLR, _ BR/.•. HAT. 10'-0 3/4' 2ND FLR FIN. FLR./BRLT. I-IGT. Io 8'-B' CLG. HGT,4 0'-0' FIN. FLR _ ■. ----------- --'Ir'k------ - ----------------- p- FRONT ELEVATION 1/ • I -0 TEXTURED INI H 12 5r� OFF RIDGE VENT OFF RIDGE VENT f ------------------------- ------------------------- IF FE: Ell] ------------------- REAR ELEVATION SCALE: 1/4 • I'-m' TEXTURED FINISH SHINGLE ROOF FYPON 16'X46' DECORATIVE SHUTTER OR EQUIVALENT FYPON BKTIIXIT OR EQUIVALENT 18'-8' 2ND FLR B�TNG 5r7J[- 3� 6' RAISED I I BAND (TYP-) I ,,I®'-0 3/4' _ 214D214D FIB 4o ENT I I I I I I Typ• I I I I 4' RAISED I BAND "P., S' RAISED I I BAND (TYp-) �0'-0,"FIN. FLR - X-0'-4• w D (MIN.) "'a 2ND FLR - I I I I I I I I I 1 B-7 I I I I I I I I 3/4' 2ND FLR ,CIO'-0 r FIN. FLR/BHST. RG. IaGT. r---$ I I I I I I TYP. I I I I I I I I I I I I 0'•0" FIN. FLR (MIN.) REAOFATTIC = ISM SM FT. NET FREE VENTILATION AREA REQUIRED 1/300 RWMIREDVENTIIATION AREA = Ism5 am L2a VENTILATION AREA %SQ, INCHES PER F(. (144) = 7aSa SQ IN. NFL REIZARED VENTILATION • .5X 7OU IN UPPER PORTION OF ATTIC Na14 5G IN. OFF RIDGE VENTILATION AREA 215 5O. IN. PER VENT BM4/115 OFVENTSRUWIRED = 3.300a3 [:AL: AL a OF VENTS PROVIDED = 4 'AREAOFWMTOEO EXTERIOR LR' TFIICK 2 COAT CEMENT PLASTER APFLED DIRECTLY TO MASONIY 4'N4' G•ALV. 'L'-TYPE RASNa401 SET N ROOFN6 CEMENT FIEERBLAN SNNOiLE6 OVER •SO FELT IW TAPER ON TAG. OBA 814EATMN6 OR D ROD 32' W.CDX PLYWOOD SlCU4ED FER a CALM NNAAIILLINqISI EpVI" N SOT60M pSCC - P% RR PER FLEW kDGER CXPDXYLOU-26 2N6 6, P RAPIERS OR FRE-wav Twee (FER ELEVJ ROOK GLOPE� -�'- ELEVATION MK VI6' CM SMATNIY•-�� GUSSET TO BE SECURED TO CMAN!!L POR GCPFIt Me'lERS SV AILS I Sd N 2X6 TO LEDGER AND (2)1Od'• / TO 2R6 JOIST 2X6 GYP FT LLDGLIE WI 1/2W TFEIEACW ROD 32' OL 4 WITHIN 6' OP EACH END MAX. GET N SR'FSON W" 671111ENQITM EXPDXY 6' MN EMDED. OVERHANG DETAIL A SCALE. V4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA 5: 0003325 W Q R p Ei SVaDIV JG LOT. SILVERADO LOT #61 BLK. #6 1 mawT/ 04128.002-61061 moDslL 4EHB "2605-HAYDEN" oAVAoa awnNM LEFT PAGE: FRONT & REAR ELEVATION "K" 150 MPH EXP. B r1/4"=1'-0" 3 K 5., 12 _ OFF RIDGE VENT 2ND FLR18'-S' 2ND FLR BRCS. HGT. BRG. +*T. IV-0 3/4' 2ND FLR , r---------'---'--------------------;---- 12 10'-C 3/4' 2ND FLR FIN. FL R -----�T FIN. FLR 8'-8' CLG. W.T. _ _ _ _ _ _ _ _ , LO _EN BRrs. HGT. ' ENTRY y-0. I TYP. 0'-0' FIN. FLR I I 0'-0' FIN. FLR FRAME DOLL" FOR FYP'CN OICTID(Il OR EQUIVALENT No FLR BRG. HGT. --- IC'-0 3/4. 2ND FLR,_ FIN. FLR/BRG. HGT. -- B'-B' BRCS. HGT. • ENTRY 0'-0. FIN. FLR -0'- D LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH OFF R� T 11 B 18'8' 2ND FLR -------- -0. F4GT. -_'_--------------_---------------- ------' 10'_ 0 LG 2ND FLR '—'-----'—'—'---'---'-------'---- FIN. FLR4'214 NLI B'-B'CLG.HGT. RIGHT ELEVATION SCALE: V4 - P-V TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeaWngroup.com AA N: 0003325 w 18$� W rL >atnwlxv. & MMIA1 11 SILVERADO LOT #61 BLK. #6 Pno"=T* 04128.002-61061 1LOD3Lt 4EHB "2605- HAYDEN" GA1RAGM awixo: LEFT PACM RIGHT & LEFT ELEVATION "IC 150 MPH EXP. B AR NO 93723 DA 3/11/19 OCALM 1/4"=1'-0" ELECTRICAL LEGEND 8YM. DESCRIPTION TANDARD SWTCM -t -WAY SWITCH -WAY SWTCH IMMER SWTCH H9 BUTTON ISCON4ECT T HEItl'108TAT "e RECEPTACLE r125v/20'AMP N61.E POLE) =0 101/ DUPLEX RECEPTACLE =0 DUPLEx RECEPTACLE (EQUIPPED TH CROWD FAULT RUPTERRAMPER RESISTANT TYPE) -0 DUPLEX OUTLET (HALF OF CUTLET RED TO SWITCH) XTERIOR WATERFROOFAGFI CElaTACLE (GROUND FAULT TERUPTEI� QUADPLEX RECEPTACLE ® DUPLEX RECEPTACLE (FLOOR OV RECEPTACLE (4 WIRE CTOR) HO L MOUNTED LIGHT ILING MOUNTED LIGHT LIGHT COO LIGHT L SCONCE PRE -WIRE T PAN WITH LIGHT (I CFM PER SQ. FTJ am OLD LIGHT FIXTURE YSSE DULD LIGHT FIXTURE aca" OW.B LIGHT FIXTURE ' TRACK LIGHTING ,TIC LKaHT WITH PULL CHAIN }�( ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE k4' PtJ)OIiEBCENT LIGHT (RECESSED) • O CESS LIGHT ce55 LIGFIT (VAPOR PROOF) X OPT. RAN ILNG MOUNTED LIGHT WITH J-BOPANEL (FIELD VERIFYMETER TI (FIVA.D -BOX (WALL MOUNTED) -BOX rceILING MOUNTED) EILh4G MOUNTED FAN B T FAN (I CFM PER SO. FTJ JACK Q DETECTOR (CEILING MOUNTED) MOUNTED) Tom rice TED OUTLET FOR N JACK -E PORT LOCATION OF TV JACK& 4 PHONE OUTLETS 4 FANS • T01 E VERIFIED • HOMEOL ER PRE -CONSTRUCTION MEETING. • ALL 0 4 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTED PER NEC 210.2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DI8HUA8HER DISCONNECT TO DE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF 50 CFM INTERMITTENT PER TABLE MDOTA OF FISCR iTH EDITION (201T) • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT GRCUIT-NTCRUPPTPR PROTECTION FOR PERSONNEL ON FEEDERS) • WIRNG METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE S00A(DX2) • ALL RECEPTACLE TO I E TAMP/ER-RESISTANT TYPE • ALL LAMPS SUTALL SE SELECTED BY BUILDER AND 157N Q LIGHTN6 MUST BE WERGR ERIGENT TYPE PER FASL. ENER'iY CONSERVATION (RlSIDENTWL EIdRGY E41FIGENCY) TOUT. ith EDITION R404J PRE -WIRED CLG FAN BDRM.32 A\ rt ! Effrold- M01- • BOLLARD AS REQ. PER DLDG. CODE DOOR �+ + I r / KEYLESS FIXTURE METER FIELD 'Lom" I GFI ® GARAGE L DOOR FIREWIRE GPI GARAGE IRRIGATION OUTLET • 48' APP. COACH L rbHT PATIO 0 I �+ QDW O M ROOM PRE -WIRED I — — CLG FAN I \ GFI / \ I SWITCH N CABINET \ OUTLET TO 2lVD FL. I I FOR DW SUTCI4 11\ I I I I 6 I --- .CI I � 3 I I, . 0 KI rM I I 1 I GFI • 44' I -�'� PAN. / GFI_ _t !RE F III 11 m t m 'AN" FOYERwPAN III O III i DI o FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a I'-0' FOR VENT OR MICRO W P Panel MAIN - A PANEL SMSwp crt bmkw VOLTAGE 120/240VAPh MNN; 180 Amp MA$ FEEDER 3.61 CuTH1NN 8 1-98 Cu (0) N 1 12' C. OR 3-62R AL TMNN 81-,SO Cu (G) M 1 IW C. W■a ►6N Iblt DI W40 C6wW CYRbt W66 fb MN wk. wx 1 m E!■M OF1a7U0 tm0 + 2 612 x m hWa P.a,o two 3 6 wlb au a z N T 1 16 PANEL -A PANEL 42 crL bmakr VOLTAGE 120/24OV-lPh NWN: 160AInp N.L.O. FEEDER 3. 61 CUTFDNN 8 1- f8 Cu (0) In 1 WC. OR 0-OW AL TFMM 81-MB Cu (G) In 1 WC. 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TWIN • 1% CU N 2' CONDUIT OR S 4/0 AL. THW . 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANCO 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE SO AMP DBCONNECT SWTCN AND GOR40 VOLT GENERAL NOTE8, M ELECTRIC PETER N I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA DR lNCLOBUIB PANE L DES COMPLY WITH ELECTRICAL FRONSIONB OF THE PAM &tI4 EDITION (2dT). LOCAL CO. AND ALL LOCAL POWER COMPANY REOIIIRB"QITS. B. ALL CONDUCTORS SHALL BE TYPE TWWWHM UNLESS I NOTED OTWMWGE. POUER COMPANY TRANSFOR'BR PROVIDE 00 AMP, n0440 VOLT. I FHASE SECONDARY - ELECTRICAL SBNICE. PROVIDE S -1 COPPER CCU) N I-W" DIA SCHEDULE N PVC CONDUIT OR PROVIDE 3 210 ALUMNM (AL) N 2" PIA SCHEDULE 00 PVC C0NOUIT UNLESS SERVICE S PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIG! TO DID. TEIJS`N. SERVIC! CABLETELEVBCN BJIRNICE SERVICE BORANCE EOUR'�4T EOXM'O�R NTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 A4 W SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PNOVISI" O THE PSQR &jLW EDITION (201T1 S/•" DLA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774P8078 FAX: 407-774.4078 www.•bd■■Igngroup.cam AA 5: 0003325 NON 64 js 0 F Z V i avaaiv. � LO SILVERADO LOT #61 BILKBILK#6 PROJMTM/ T: 04128.002-61061 HOD�7.t 4EHB "2605- HAYDEN" GARAGN 8WIN >h LEFT "TIRST FLOOR ELECTRICAL PLAN %150 MPH EXP. EI L AR NO 93722 J DF-RINT -1 A3/11/19 acAi n: 1/4'=1'-0" attcT E1 ELECTRICAL LEGEND SYM. DESCRIPTION A TANDARD SWTCH -tlF •LLWY SWITCH •LLl4Y SWITCH IMMER SWTCM • BBUTTON ri ISCONNECT i HEH!" IOSTAT E RECEPTACLE eMvR0-AMP MGL! 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JACK '0 DETECTOR (CEILI6 MOUNTED) maw)aoE DETECTOR MIMES TV JACK PORT • LOCATION OF TV JACKS 4 PWOPE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B e 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.Wb) 20M EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAID (NOT ON KITCHEN CIRCUIT) • DISHINBFER DISC 4ECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF 61H 10 CR'1 INTERMITTENT PER TABU! M001A Of FlSCR EDITION rTmfl) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND PA1LT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • URNG METHOD SMALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 800A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . a L Letimw Huai � ge wEi RrTan wY .�..IL�er AND IBA OF LI[+RRY! MINT BE B.E!•9Y EFFICIENT TYPE PER FEE. ENERGY COIJ9ERVATCN tREeIOENTAL ENERSY EFFICIENCY) 2mR •Ih EDITION R4m4.1 I L------------------------I SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' . I'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7743078 ',. www.abdesW%roup.com AA M: 0003325 , x av>miv ae IAT: SILVERADO LOT #61 BLK. #6 PRO"=Tdf 04128.002-61061 "ODMIA 4EHB "2605-HAYDEN" GAiuoa MT#nak LEFT P SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B DnDrr A3/11/19 ISCALM: 1/4"=1'-0" SHE= E2 FIRST FLOOR PLUMBING PLAN SCALE, V4 " V-0' L------------------------J SECOND FLOOR PLUMBING PLAN ECALE� 1/4 " I'-0' LAY KITC 4IN am aV AUW VD/T TO MABV PLUMBING RISER alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeel8n8roup.wm AA#: 0003325 _j E fit ? pg EEEQ� q i 9 R BUDDIV. 82 LOIA SILVERAD0 LOT #61 BLK. #6 FROJWTO 04128.002-61061 MODMU 4EHB "2605- HAYDEN" GAVtAQZ BVIENM LEFT PAGIM PLUMBING PLANS 150 MPH EXP. B PAXAM A. ASOUCHACRA L AR NO 00723 MINT DA3/11/19 BCA=- 1/4"=1'-0" 939mm P1 HVAC NOTES L ALL T11C1L4NCAL EfiINMldT &MLL N PROVDED WTN PMWM CLEARANCE, FOR AMNIVW&ft MR M RS. linoumo"ow& I ALL DUCT KiTEMM NATALLI D N NON-ODWOMOIID Ai1EA1 Dt CONrfNICiW OF A VAl li OF NO LM THEM *4 RATM ALL AEAN'M WALL AP HEALED tIL bA PAR • MAeTN.. AND N6TALLED AA PER FM ITN WTM CJMV M104ANIC'+AL SLOL CODE NOTION 6AIL A ALL FLEX DUCTS 04ALL EE APPROVED UL MI CLASS I AIR DUCT AA PW NPPA WA!->tl 4, FIIENLI AIR MAID Ifi�SE LOCATED MOM TIMM D PT- PROM ANY CMPM!Y OR 1IENT curdan AMATARY VOW OIITL.ET L ALL DIIAUAT AND OUMN JUN M W DUM AM"SIR C NMTIUGTED OF NMOOTM GALV. METAL OR OTMMIR MATdtlALS, AS PER FM ITN eD MM) MECIIAWAL CODE NOTION &M 6. 04CLOND SUPPORT FLATFOI * WALL SE COWNPLWISID N ACCORDOMAS TO POO •TM EDITION (ien) rNeHAlNrx CODE 66W 1. SATNRDO'IA CONTANNA SATMTUNIE, WOWER4 ePrAS, AND SIMILAR SATMMII PIk1UW WALL EE M MIANI .ALILY V VIMM N AOCOIIDANNCE WITH PRO ITN EDITION 0M) P11110MANICCAL CODE NOTION 4/L R ALL !%MWIATED SATM ROOM SMALL HAVE UIOER-CUT DOORS FOR KAM-UP AN TO M 11lTIMMlD TO 82ML AN IXH^W ED. IL ALL PMSU RATED CiLNAA AND WOM A M:W.L 14AVN AN APPROVED PM OR P MOCI O DAMMR'A LOCATED AT CMJM OR U" PW'IRATION AND IN SLEEVE IM ACCESS DOOM TO VENT DAMIeR, ALL DAM1rERA SMALL M DOTAL = TO Hft Ii 1 O DATN MA AND FSC ITN EDITION (2ffU MRCIMAM" CODE SECTION Un NA aIVLLEA AND DlIIMERA SMALL E! PROVDED WITH SALANCNM DAMRL L DRYER SOOATER TO = A PAINTECM COP SOOATMNI PAN OR EmLAL. PANTNU OW Ile DRYER 1110"I R c4"w Y SO LNWt PEST WRAP MAX. ax ELMM SECURE STRAP TO GONG. CONDENSER AIR SUPPL W/ (2)-3/16'X2' TAPGONS UNIT SIMPSON US ROLL STRAP OR EQUAL AIR HANDLE SECURE STRAP TO WIT W/ (2) EVAP. TRA 4' CONCRETE SLAB %X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLATPOR CONNECTION TO PAD - NOTE. MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FM. FLOOR BRONZE PL. PL. OR WALL BRASS PLUG - FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240•K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC (D LOOR SLAB CLEAN -OUT (TY LEGEND ® SUPPLY AM ONIIMER � IIE11111 AIR GRILL ® AD[ -WALL OR I WAY ommm — SOLD LM . NIPPL.Y "ux — MOMM Lks. RETWN TR1NC SALAINGM DAM!!R OR COD 0 CELM 0644UST RAM R CELND I16IAUMT PAN A LOW aA OUTSIDE AIR m TIM111" TAT W PASS-TNIEI AM! 40111ILL NOTE, ALL HVAC TO NAVE PROPER PAN& W/ DRAINS ATTIC O O EXTERIOR WALL T 1 AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES y EXTERIOR WALL 1 3/4' PVC C INDEN&ATE DRAM LINE 1 PVC SLEEVE TO LINES BELOW SLAB T REFRGERANT LINES TO , RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN FI AN APROVETI DRAM,PER PDGR b IC EDITION (2011 ) O MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK W. PLUG FIN. GRADE OR PAVING SEE SPEC. rREQUIRED oNFITTING OREXTENSION TO SOIL OR U46TE AS vEXT. GROUND CLEAN -OUT (TYPN ) I I I LIXIIYST FROM F BEDROOM f2 ABOVEI 1 III 1 11 12X8 1---------- I III ----- ------ +- -------' II I I I ( ------- ® 12XI2 II I I mac. PASS I I II BATH #12 TNRu i II C ---- -------------------'I II C r` I I I I KITCHEN SIOR• I UE \ O i SX4 12X8 ' S' S/A j II ABOVE I III m , GARAGIII � ��9X9 Ilj � u FOYER ' III III FIRST FLOOR MECHANICAL PLAN SCALE. V4 - I'-C' ./I 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdes4p*mup.o m AA #: 0003325 8 o 4 l OUNDIV. O LO-A SILVERADO LOT #61 BLK. #6 PISOJmCT* 4 -61061 MODI MIC 4EHB "2605- HAYDEN" GARAGN Blends LEFT PAGID: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J HVAC PLAN SECOND FLOOR aCALB, V4 " P-®' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 l www.abdm4Mgmup.com AA N: 0003325 O � 8 b WIN F BUDDIV. a MOTs SILVERADO LOT #61 BLK. #6 Fmom OTp 04128.002-61061 MODXU 4EHB "2605- HAYDEN" GA30AGZ 81FINGs LEFT PAG>0 SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B DATM 3/11/19 &CALM 1/4"=1'-0" ssr M2 p�_�__F_�_¢�_ 2X4 TOP PLATE PLAN ' PRE-Fns rRUBB 1/2' CLG. BOARD 2X4 WOOD STUDS .24' O.C. SLAB FIN. FLR. EV V E C: 0E Nt/i7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 9/4•.I' 0- FIBERRGLAS6 SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON Ik O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS--�/ MTL. DRIP EDGE: 2x FASCIA PER I -m TYP. ELEvATt" O.H. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,L 9/S' GYPSUM & OR I/2' NIGH STRENGTH CIA BOARD .SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL. PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 6' DIA SLEEvE, DO NOT CUT REBAR MPE BOND 15CAH NOT OUT SOLID GROOT THE a" YM fU-'S SEAM f1)Cc~ - RESARS zA PIPE THROUGH BOND BEAM \pV SCALE. 8/4'.I'-IV FIBERGLASS 6HINGLES OVER W FELT PAPER OR SYNTFEiTIC PRODUCT, INSTALLED PER SECTION RWS.0 ON OU35. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2B GAS LINE THRU BLACK ,E FIBERGLASS SHINGLES OVER "90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.L1 ON If' O$J6. 614EAT1404S OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOPFIT PRE-ENG.GABLE TRUSS WEEP 6CREED 2x P.T. SECURED PER 6TRUCTURAL DETAILS on W NN IA' ?WM 2 COAT - PORTLMO Camm PLAWIR APPLEIO ONNICTLY TO MASONRY s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ 6TIFFBACK AT ALL UPRIGI4 PER STRUCTURAL DETAILS PRE-ENG WD. TO" — CONT. 2x RAT ET SECURED PER—/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES OL PER ELEVATION \ 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1 REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' OG. 1/2' THICK 2 COAT PORTLAND S• CMU CEMENT PLASTER APPLIED �, GYP. WL. BD. ENT DIRECTLY TO MASONRY PORTLAND CEM WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY _ J 0'-01 FIN. PLR 0'•0' FM FLR .'a_ .. 4 •a. .. 4• , W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A (1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM .� SCALE. 1/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 n W/ WINDOW OPENING R-4J INSULATION WINDOW ATTACF4MENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL bJ P.T. FURRING — STRIPS • 24. O.C. I/2• GYP. UL. SO — WOOD BASE— FIBERGLASS SHINGI-EB OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON I}' OAJS. 6HEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE Tn'• MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THIGH;, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FM. PLR a. BALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL .� SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA IY: 0003325 aulwiv. a Loan SILVERADO LOT #61 BLK. #6 raoiximlill 04128.002-61061 mox"m "2605- HAYDEN" GARAGN 81FIN N LEFT PAGI DETAILS 150 MPH EXP. B JI R XAW A ABOUCHACRA AR NO 93725 DkATM 3/11/19 OCAIM 1/4-=1'-O- mmmcw D1 FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTI4ETIC PRODUCT, INSTALLED PER SECTION R%M.0 ON J' O.SD. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TR SS--- 24' OC. MAX. METAL DRIP EDGE 2x FASCIA PER—/ ELEVATIONS VENTED— / SOFFIT 1/2' THIM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP W' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W FIRE -STOP O.H. FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, NSTALLED PER SECTION RSM.IJ ON J' 0.6J5. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE R PRE-ENG WD.TRUSS— LEVATION 24' OC. MAX. METAL DRIP EDGE— R-30 INSULATION PER ENERGY CODE FORM. 2x FASCIA PER—/ 5/8' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH CL.G. BOARD VENTED—/ Ix2 FIRE -STOP SOFFIT / �R-4.1 MSUL. REFERENCE — STRUCTURAL O r Q w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T 4 G SUBFLOOR E F GLUED AND NAILEDAS 1/2' THICK 2 COAT i PER NAILING PORTLAND CEMENT w SC SCHEDULE PLASTER APPLIED w a DIRECTLY TO R l?'ELEVATlI MASONRY DO FIRE -STOP SEE STRUCTURAL R LEVATION Lj 5W GYPSUM BOARD OR 1/2' WIGW STRENGTH CLG. BOARD p E� °LEVATIO IX2 FIRE -STOP R-4J NSUL. WINDOW ATTACHMENT AS PER MANUFACTU REB SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. S' CMU V2' GYP. WL. BD. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO IX2 FIRE -STOP O.H. 9 Q W R-30INSULATION PER ENERGY CODE FORM. 5/S' GYPSUM BOARD OR 1/2' H1014 STRENGTH C 4- BOARD Ix2 FIRE -STOP A-4.1 INSUL. 3/4' T A G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE _Tff[ERv_ATFdN f'�'mlt LEV TION 5/8' GYPSUM BOARD OR 1/Y 6H STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRNG STRIPS • 24' OC. B' CMU 1/2, GYP. WL. BD. WOOD BASE n, u. L ti. W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807I FAX: 407-774-407 I www.abdesWngroup.com AA M: 0003325 papa8 Y sysDIR ae LOT: SILVERADO LOT #61 BLK. #6 Pnon=T# 41 2-6 06 mozml- 4EHB "2605— HAYDEN" 0AnA0Z OWING: LEFT ]PAOs: DETAILS %150 MPH EXP. B DAM 3/11/19 ISCAMAk 1/4'=1'-0" sis�a' D2 4' EMDEDPENT MK FROM FLOOR TO O�sss�r�llE��� ® v-52CJRE 2x4 GN-y FLAT TO OLK WI Ct1 N41LS. 61DEA 2X6 OARACM DOOR SUCK uv ro) ® UFXW A -DOLTS W VIWOMENT MK W( M*)& WAGNER AC NR SPACED NVINLY FROM FLOOR TO 1.2X6 PT DLMX A cwmm OF DOOR HEADER 1WfI?XJ6 • J•DOLT6 ® 4' D"bEDMEM W/ 2'X2'Xlj' WASHER AND NUT. ® INOTCM L L DEN ACCAMWAWX TO MANFACTIWERS INSTALLATION MSTRWCTW* 6 UMM GARAGE DOOR t BUCK ATTACHMENT 4GAta, W -w CMU DRYWALL 4' OR MO' P.T. NAILER SECURE THRU FRAME 4 EXTEND I-Y; INTO BLOCK ❑ Wr I)Ir,• TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y; WITHIN V OP EACH END 4 ID' O.C. MAX SPACING \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUM5 JAMB (DO NOT EXCEEDY4') DOOR JAMB TO BLOCK +3/4 OR +6/4 • BLOCK + 40 +S a A \ZVOCALE. N.Th. 2X4,m SECURE TO CLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MM. HEAD 812E 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 2X6,® SECURE TO BLOCK W/2-W,' TAPCONS(MK 814A),K SIZE 349 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 8' CMU 18' O.G. MAX SPACING. )j• DRYWALL 2X8,® ❑ I'X4' OR MCI' P.T. NAILER SECURE TO BLOCK WR-1)w CASING TAPCONS (MIN. SHANK SIZE W!, MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' OTC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y;) DOOR JAMB TO BLOCK +1-1 2' n 11DJMW TO BLACK +1-i , N.fS 2X4= SECURE To 6LoCK W/ TAPCONB (MIN. SHANK SIZE .145 MIN. 14EAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6» SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i(a' TAPCONB TAPCON MIN, I-V (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 , CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 18' O.C. MAX SPACNG. D 'X4- OR PX2' P.T. NAILER 2X&, SECURE TO BLOCK IW/J TAPCONS DOOR CAGING (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO ZX PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. *' O.C. MAX SPACING. NOV, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) DOOR JAMB TO BLOCK +1046" NDQ31 TO BOCK +1-15/ 8" C SCALE, KTA. 2X4,m SECURE TO BLOCK W/' TAPCCNS (MIN. SHANK SIZE .149 MIN. HEAD 812E 300 MIN. EMBEDMENT I➢4) WITHIN V OF EACH END 4 NOTE= STRUCTURAL 2X 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6aw SECURED THROUGH SEGO BLOCK W/J-V NON-STRUCTUIRAL MIN. I (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4) 8. GMU WITHIN 8. OF EACH END 4 Jj• DRYWALL DRYWALL 18' Or -MAX SPACING' R VX2' P.T.NAILER 2X8m TO BLOCK W/2-I)(a'TAP CASINGSECURE CONS (MIN. SHANK SIZE .146 MIN. WEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Yi)—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O C MAX SPACING NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +2 4" n 11L1I W TO BLOCK +2 1 4" �SG� 2X4m SECURE TO CLOCK W/' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X I8' CO. MAX SPACING. MUST BE ON OUTSIDE 4 2X&= SECURED THROUGH NON-STRUCTURAL %' BEA BLOCK UY!•11(r'TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. ❑ OR VX2' P.T. NAILER 2X&cm �.X,t' SECURE TO BLOCK W/2:' TAPCONS DOOR CASING IN (M. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING, MANUFACTURES DETAILS. NM, 4NM Y 1140o TO •l,F{♦.MI.8 rp, N. Alt .V) DOOR JAMB TO BLACK +3" i:, WINDOW TO BLOCK +3" SCALE, KTA. 2X4m SECURE TO BLOCK W1 V*' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT 1 ),) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,® SECURED THROUGH SECURE TO BLOCK W/2-Yo' NON-STRUCTURAL W6' TAPCONS(MIK SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) V OF EACH END 4 8• CM ij• DRYWALL 18' O.G. MAX SPACING. 2X6,® ❑ 1'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-))%' ND 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MEMBER .149 W/(2)12d WITHIN V OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') oOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAM15 (DO NOT EXCEED V ) DOOR JAMB TO BLACK +3" F To BLOCK +" E, T W. W 2X4m SECURE TO BLOCK W/Y4 TAPCO MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN V OF EACH END 4 MU.u°T BE ON OUTSIDE 4 18' O.C. MAX SPACNG. SECURED THROUGH ZX6,® NON-STRUCTURAL V SECURE TO BLOCK 01-1/4' TAPCON MIN. i-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 V O,C. MAX SPACING. 'X4' OR I')2" P.T. NAILER 2XD=c SECURE TO BLOCK W/1-1/4' 7(.' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .I49 DOOR CASING MIN. HEAD SIZE 3004'J MIN. EMBEDMENT 1 DOOR JAMB OR WINDOW WITHIN V OF EACH END 1 ATTACH TO 2X PER IB' O,C. MAX SPACING. MANUFACTURES DETAILS. NM,OM M NOMOD TO PLI '**T LOCuc�k) DOOR JAMB TO BK +3-7/18" 1FINDOMf TO BLACK +3-7/16" `r BGALE, N.T . 2X4,m SECURE TO BLOCK W/Y4' TAPCONB (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 NOTE, STRUCTURAL 2X WITHIN 8- of EACH END 4 MUST DE ON OUTSIDE 4 ID' O.G. MAX SPACING. 2X6,m SECURED THROUGH SECURE TD BLOCK W/I-I/4' NON-STRUCTURAL TAPCON MIN. 144- (MIN. BTAPCONS EMBEDMENT INTO BLOCK (MIN. 812E .WS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 1a' CMU WITHIN S' OF EACH END 4 )j' DRYWALL 18' OG. MAX SPACING. ❑K NAW OR PX2' P.T. NAILER 2XSaw SECURE TO BLOCK 11/I-1/4' ' P.T. X 4• MIN. TAPCONS CASING (MIN. 6WANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAM15 OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OTC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3 /4" "H 1RND01. TO BLOCK +3 3 4" QPSCE, I 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77443078 FAX 407.7744078 www.abdesigngroup.com AA S: 0003325 J m ill g s EX)M IV. & LOTS SILVERADO LOT #61 BLK. #6 PI oj=T* 041 8. 2-61 6 1[0DRU 4EHB "2605— HAYDEN" GAN-4,03 8WnMS LEFT PAGIM DETAILS 150 MPH EXP. $ rD:Ao6jTM"3b 3/11a; 1/4"=1'-O" D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 1732S.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL1S264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 142S3.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FLS678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdes*kgroup.mm AA A: 0003325 I x o ainm iv. as LOT: SILVERADO LOT #61 BLK. #6 1pmo Z mT* 04 8.0 2-6 06 ZILOZD2� 4EHB "2605- HAYDEN" GARAOZIQ 9WnC0- LEFT PAO& PRODUCT APPROVAL LISTING 150 MPH EXP. B ND A. AR N 3/11/19 sCALM 1/4"=1'-O" SIZE= D4 PREFORMED CONTROL JONT_ FLA-AE OF CONTROL JOINTS Td BE BRED TIED TO LATH • 6' OC. MAX (VERT.A NOTIKL DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT GTAKAS UI/ SEG131E MAY CONTROLJ�OINTO T!I'7P. DURING INSTALLATION —� FASTCNBM TO M MAGEP-7 • 1' OC. MAX VERTICALLY / LATH SMALL NOT M CCNTNWOUS m e' %' THICK, 3 GOAT CE ENT FM.A6TER USES LAYER 4. PORTIPMR BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.) O= MAX AT SUPPORTS Wie LAYER 9. STUCCO ~ WOOD SWEAT14M TIED AT EACH NDE. �— PROVIDE 2X4 BLOCKIY PER A6m C1063 PLACED FLAT MAX. 6' TO S' TJO.0 PRICH CONTROL JONT WHEN CONTROL JOINTPALLS ON 1. 1PASTOMM POR LATH TO BE NAILS 0-- / STRUCTURN. STD 6TAPLM N COMPLIANCE UV AbTM CB63 2. WIRE Tp TO M (N0. 10) 00416' WIRE / I CILOCKING SHOUN MAY M N ADDITIpy \ TO WALL STUDS REWIRED PER PLAN n"M" TYPE CONTROL JOINT OlF0.D Ni110 eM.A Ot. KW Fawn . ter. A L GUAR • PT.0 a CPSAN • M. C OL FCID FOap a PL A 1 CONAM a M. IS FULD s ® LPCID Ii.Ito.M.• ). GROOM a M. R a G6IAN • M. G A F"M.0 OqR R. 6 TLL M. G TCICNR 001TGM RAAM 0 60"c" RANI[ MTBN TOUT AIAI. FCLo, tE 1@GR. n � I IINLAa.LAR.L KI �urar woa. e IIN161BSGTKN6 INCTS. APPROVED BUILDING WRAP !HALL BE LAPPED A MNKM OF 6' A VERTICAL LAPS (ROLL ENDS) N 6' • HORIZONTAL LAPS. ALL GLASS NEED TO BE TAPED WITH PORTBER SNEATHNG TAPE LATH VERTICAL LAP TO SE P IT METAL LATH WPM LAYER 1 STU 67UCC0 WRAP WRB LAYER 4, PORTPO&FO / I �BILDNG PAPER 0 ® KIC KO UT DETAIL "TR TWIT RAL (RBO OR �� aw ham 610E LAPS CP METAL PLASTER BASES SHALL BE SECURED TO IeRAMNG MEIA6ER6. TNEY SHALL BE TIED 04TWBI N SUPPORTS WITH 0A416-61(121-MM) WIRE AT INTERVALS NOT MOTE THAN Y (226-MM.1 AS PER ASTM CI06S 161 FOR REPAIR OF TEAJS N WRD LAYEM. TEAM MAY M PATCHED W.FIOM WIAN" TAPE "it MAW. SPED OR PEEL 4 b"m WOOD 6TUC NEATHNS I' C3 COAT CEMENT METAL LATH WIND LAYER 4. PORTFIBM BULOM PAPER WOOD SNEATHNG WOOD SHEATHING OR CMU WRIS LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS L z GALV. METAL FLASHING i (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• APPROVED NOUN WRAP. R-AN�MMf TD IXTBb CNTe P11eR CUT AND OVERLAP ONE SIDE DO / 6ELP-APINERNG MEMBRANE —1 RA6WNG STEP 61 INSTALL FASTENERS (CLIPS, 6TRAPS. STAR.E6) AS — REWUIMD TO SECISS PIP!) URE TO RIAMN3 66� 6'Ki' SELF-ADIERN6 MEMBRANE FLASNN6 0001TATOUE IN HOUSE WRAP MATERIAL) OVER 4'*4 SMP-ADHERING MEMBRANE RAINING OVER APPROVED NOUN WRAP. CUT AND OVERLAP ONE SIDE OF 6ELF-ADHERNG MEMBRANE KAGNNG WS LAYER 4. FORTlBER SUILDNG PAPER METAL LATH 6Ss6' OW-ADNERNG MEMBRANE M.AGWNG OVER APPROVED HOUSE WRAP1 w m1uNe, Te VT7•er) aNie Rw AIR 6TOMBRC COATING OVER STUCCO/ FINISH (SCE TNT WILL 6ECTIONU SECTION PER SECTION R7N.7 ElWllbf r� Alld 0111111118 Exterior use a pertl&W cement pNster .hell —ply wfh the eppPo36on requrernm b of ASTM C A2G17A InemleEon or exterior Rd*rq and AemNq .hall comply with ASTM C 10E3-12A LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-84l-05, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgrlgroup.com AA S: 0003325 8 OUR 14 4g }aQ3 g S Q Y ROM reumm aW LOT SILVERADO LOT #61 BLK. #6 PROJRCT 04128.00 —61061 momm A 4EHB "2605— HAYDEN" GARAGM BlIrDa : LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B I M Duncr A 3/11, SCALM 1/4"anf-0" s1EMsT 64 WA1 BACKER ROD BACKER ROD WRB LAYER ry, ATUCI O WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. 611 AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF TI4E EXHAUST. SEQUENCE OF FLASNMG TO BE, I. BOTTOM, 2. SIDES, 8. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND 61DE6 ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND 6TUCC0 OIdLA,LL SIDES. V CAULKING JOINT PER SECTION R7S3.7 EXMfbr�and� Exterior use of Portland cement Plaster shall campy with the application requirements of ASTM C 92t312A. Installation of exterior latfdng and framing shall comply with ASTM C 1063.12A. HOODED VENT THICK, 9 COAT CEMENT j, PLASTER METAL LATH WRO LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER ...... — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH- LATH TO BE PER SECTION R"103.1.1 / ASTM C-841-09, MIN. 25 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH tb' SELF ADHESIVE OVER TOP a SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP A SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' r — — — PIPE THROUGH — — WALL 1 b' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC, METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT ! 1 COAT OF PAINT W/BACl ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION 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 ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUJSEWR.AP BELOW CUT SUCH TWA NO MEMBRAN! ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER b® M' GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER M, STUCCO WRAP URB LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL FEMMR • 'I. Or: MAX 1 lEP aC1eaD L 6' 1 STRIP SELF ADHESIVE FLASHING, "Ill MASONRY BEFORE ,APry.YNM V FNI9H a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK, V UPS LAYER &I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING` APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVEDUNM LAYER 01 STEP #1 STEP #2 NMI WRB LAYER 01, STUCCO WRAP APPLY bO MIN - GRADE '0' FELT OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP STEP #3 SELF -ADHERING 10 Rt MEMBRANE FLASHING �- WRB LAYER 62, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STuccoi c.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003326 Ur )C � 8 oWm C1 R3/11/19 1/4"=1'—O"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 2 1/2 *v2' CORNER BEAD (FASTENER 4 SPACIW-s + I' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 1TL � p�CORNER BEAD (6) BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003325 a x s aysDiv ee r�oa� SILVERADO LOT #61 BLK. #6 [PROAMTIP 04128.002-61061 MODEMA 4EHB "2605- HAYDEN" GARAaa awaack LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B R3/11/19/4"=V-0"A3 LEGEND DRAINAGE PLANE (WRS LAYER "I, STUCCO WRAP) WRS LAYER 02 (FORTIFISER — — • — • — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHIWx — — — — WOW ONLATNING— LL ATWK RMSTNE NAMM OTN� 1�l�lTIVI I uw vex . � WNLP-ADNEWNS PLADMINS I I \ I\ �IeR mm&T t B�ANT5 pIImbywa •PLMAL PLLAA04NONO u�bo"o`,ie�,J R / t D` Sn"TVID TPOM HIMEAR ;. GAP WACAULKNM ORA CASINM it SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesWigoup.eom AA 0: 0003325 i L au=zv. 4 row SILVERADO LOT #61 BLK. #6 FRO TOP 041 02-61061 wola 4EHB "2605— HAYDEN" LEFT PAO& WALL ASSEMBLY DETAILS 150 MPH EXP. B DPIJUNTA 3/11/19 aCwA t 1/4"=1•-0" azim= WA4 00 // / _—__-------------------- 77'7-17 ----- \\ \ W/I'x4' NOTCH • END, WRAPPED IN � lAD' TEXTURED PHOW • WOOD, 1/2' TEXTURED METAL LATE+ ., .... ... .' ." x x x x x x x x < z / - - -- PEEL 4 STICK METAL FaeclA WRAP f aewo D SWEATWNCs cmu x x x x x x x x x x x x 1 �\ l WRB LAYER $1, I" 1 I° DRIP EDGE STUCCO WR.AP(FRAME ONLY) x x x x x x x x x x x x I -T - UIRB LAYERA4 � (FIBER x x x x x x x x x x x - x I-__---__---------------------- ---------- -I/S' TEXTURED I R x x x x x x x x x x x x x I FRAME OR CM U �\ (FRAME ONISUILDIWA LY) I FINISH • WOOD I 2X6 EUC BAND RooFIN� CEMENT x x x x x x x x x x x FELT PAPER I 1 i/8 1/2' TEXTURED �` x x x x x x x x x x I\ FINISH • GMU % , DRIP EDGE x x x x x x x x x x DRIP EDGE x x \ METAL FASCIA \ rtErnL KICK our x x x x x x (REFERENCE POINT \ WRAP Ys' FROM \` C I AN B O x x x x x � � ` ONLY FOR WALL OFF STUCCO, I FROM � x T COMPONENT SE OF GOMPONE S) WOOD WALL EXTERIOR WALL \� (FRAME OR CMU) NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ®ELEVATION ®FLAN A —ROOF KICK OUT REMOVED �\ FOR CLARITY TROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ''1/5' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU 2x& SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W(TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-S' O-G. MAX. 2x SUB -BAND W/I�'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL •ROOF CEMENT • ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeskgngroup.com AA 8: 0003325 8 8 144 aumiv. as x10 SILVERADO LOT #61 BLK #6 rnon=T# 4 .0 2-6106 m oaaua 4EHB "2605- HAYDEN" GAnAGa/ SWUMs LEFT PAGM WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 1� 1. �.'>•_�;_�I_� L AR NO 997= A rpawT Dw3/11/19 WC.%M 1/4"=l'-0" alzmm dV A6 a? a TOP OF ISLAB ja L TE-1 4" CONIC, SLAB 0 w 1 10'-0" m T� OP OF m gl SLAB N 20'-5" 9 CW-12x12 II L � F-2 x24 11 it C SE Qj (FIELD VERIFY I 8 >u� a 5 EXACT LOCATXN4) 1d iiw Y 9'-3" , LU0. O � I � � 1. #3 TRANSFER STEEL 24" O.C. MAX m (9 2 °P tv 0'-0' FIN. ELEV. FIN. CONC. SLAB I „ m 4 it J 4 4 1 dd O " T-8 9'-8" _ _I_ _ FM-12x18 _ W _ _ FOUNDATION PLAN SCALE: 1/4" = V-0" :19 b ro FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +•0-0", SEE SURVEY PLOT FOR NGVD. 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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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.EINDICATED #5 BAR, BNDICATES #B BAR, WDICATES #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 80' 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", #6.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF, 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 A.C,I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: Fm 1.500 PSI, TYPE "M" OR'S" MORTAR, ASTM 0476 GROUT MIX) PSO, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WNW SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS exe W7.4-1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17' CONTINUOUS 16' 2 #5's («)(Y-0^ FM-t6x18 16' CONTINUOUS 16' - (2)#ft FM-20x18 20' CONTINUOUS 18, - (2) #5's FMC-1608 18, CONTINUOUS IV, - (2)4'5's - VARIES CW-12112 17' SEE PLAN IT - (2)#6s - « 0"-0" CWC-1202 17' SEE PLAN 12, - (2)#68 - VARIES F-24x24 24" 24' 17' (2105's (2)#5's + -T TE-1 6" 6EE PLAN 8" - (1)#`5's 1441 N. RONALD REAQAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774 4078 www.abdesigngm up.co m AA #: 0003325 $� lPi � �i 8ffiilfti R 4 ffi 2 "V rf SVSDIV a# X.02% SILVERAD0 LOT #61 BLK" #6 IFIM TIP 41 8.002-61061 HODz3u 4EHB "2605— HAYDEN" GARAGZ BTnNGa LEFT PAGM FOUNDATION PLAN 150 MPH EXP. B DA1� 3/11/19 NCA• D 1/4"=1'-0" MmEmw si 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCINGIN GROUTED �•• — i CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS P ' • R� a SPACING REQUIREMENTS :I' — •.�. r r • ��„ GARAGE DOOR W to RECESS e x J Y 1 K N QIFMLU I r 1 a y O .� Z 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS BAR I e U) LD = 6" Z IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS W y TOP OF SLAB TOP OF SLAB I ... -I ' SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR . i EXT. PORCH SLAB •.° J{I ,. • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER (I -STORY) #3 18' • EX . P EXT. PORCH SLAB VARIES'vl IYe/ SEE SLAB SCHEDULE TOP OF GARAGE � 4" CHAMFER '" P. LL CONTINUOUS STEEL MONOLITHIC .I•I" I� FOOTING REINFORCEMENT SEE SCHEDULE � T;O. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION C. .. ... 8" CHAMFER (2S70RV) ISOLATION (iSTORY) ! 8" CHAMFER 0-0 JOINT (WHERE • • APPLICABLE) z e4 24" SEE SCHEDULE 95 30" JOINT (WHERE:i APPLICABLE) (2-STORY) Z 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE Ms7T FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 4T N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO S.PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-a' 0_'�EXTERIOR @ GARAGE SCALE:3l4"=l'-T CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Vl# PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W I PLANS FOR SPACING. SINGLE oJ. O co REINF. BAR BTM. PLATE TO BE PT. SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPEO g I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE g 8", UNO NAIL 16" O/C STAGGERED. W/FLANGE BASE p FOLLOW ALL MANF. @ = /91 TOSPECIFICATIONSFOR USE AND PREPARATION OF W HOLE. Ix SEE SLAB SCHEDULE SECURE FLANGE TO J SLAB W/(4)1/4" X 2 1/4" TAPCONS DQ- TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) 40 =AND LE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD FOUNDATION (NO UPLIFT) 5 O -MONOLITHIC SCALE: 34"=1' 0SCALE LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING W..GR.UTED TOPOF SLABllp4 MINIMUM EMBEDMEDN�Os CELL, 4" FROM ENDS AND a 16" O.C. VERTICALLY MAX . SEE SCHEDULE FOR WxD, BAR SIZE - AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO 9 scALE:34"=r-a' (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3/4"=1-.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w .abdesig Woup.com AA M: 0003325 , b Y ox nDXV. ee LOT, SILVERADO LOT #61 BLK. #6 04 12�T*-6 0 MOam=e 4EHB "2605—HAYDEN" OARAOm OWNCH LEFT PAGM DETAILS 150 MPH EXP. B DaDn w3/11/19 ISCAM 1/4"=1'-0" 83m mT S1.1A FIRST FLOOR DOWEL PLAN SCALE: 114" - P-0" 1441 N.RONALD REAGAN BLVD.'. LONGWOOD, FL32780 PH: 407-774-6078 FAR: 407-774-4078 wwwsbdesWWoup.wm l AA F: 0008825 R o SLTSDIV. Ae LOTs SILVERADO LOT #61 BLK. #6 Pmoam " 04128.002-61061 xoDuld 4EHB "2605- HAYDEN" oAmAam OW72 : LEFT PAGm: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B 987M F3/11/19 1/4"=1'-0" 1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/10'HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. °, • ..• ... ! Li "°. TO HORIZONTAL-— REBAR W/ 10" HOOK Z . , .. .. ..� •. GROUTED BOND BEAM c1 Z —4, e VARIES PER ELEV. ' $ N °• Q .` O #5 BARS 0 I F ' 0 10 HOOK O 8" CLEAN OUT REWIRED ° �'. '.`..^•.r° .•a'�. .•Q �7 .. —..,,. O m �-0 FOR INSPECTION O•'I. .a �+ .� 'a A. .'a 04" FIN. fLR. ; TIE VERTICAL REBAR '° • TO HORIZONTAL O {I. .�" . . 4 REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA. Z M S #3 18" • CMU UNIT DIMENSIONS io ARE NOMINAL SIZES #5 39' #e 3g' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA 1—R 08, #7 47' METHOD #4 1 24" MASONRY SYMBOLS HORIZONTAWERTICAL HORIZONTAWERTICAL 05 1 30' 3 SCALE: 3/4'=1'-0' 1 REINFORCING G REINFORCING Sg' #7 47' I S a NEW REINF. BAR a SECURED W/2-PART I EPDXY. MIN. EMBED 8" UNO Q FOLLOW ALL MANF. u) S I SPECIFICATIONSFOR x USE AND PREPARATION OF Z wa HOLE. • :d . 4 .'.a STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0' Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abde*Wngoup.eom AA #: 0009925 BUZICIV. & ME SILVERADO LOT #61 BLK. #6 P wn=T# 41 .002— 1061 IoasM.c 4EHB "2605— HAYDEN" 0A1rAGM 81Fa702 LEFT PAWL DETAILS %150 MPH EXP. B DATM 3/11/19 SCAM 1/4"=1'-0" slEm T S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA1S W/ (9) 1 Od x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1Z HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (C). S. 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. 9. 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 P81336, .177" " x 2 718" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM a-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK (� REMARK O (2) 2XS BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TCP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.ES. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (rc psi) SIZE wXH` REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SB1 MASONRY 3000 axle (1)#e (1)45 N/A GROUTED SOLID B62 MASONRY 3000 Sxe EE (1)#5 N/A GROUTED SOLID 'CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS `IMt`GM69 SAFE LOAD - POUNDS PER LINEAR FOOT `IMs�a696 SA P LOAD 0-0-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH RM MM MtfM 4FMOi M1aM MMa Mafia MaaOa TYPE LENGTH SUS ROMU LENGTH TYPEI-IT MI24T Mp,1f ~T M1arr Mi1T M10re MWIT Mawr Min Marl Mao? Harr r4' (4T) PRECAST 2281 n6" on PRECAST I= I= 1696 slr (1Y) PRECAST MM all w, m ape . aM eM, 4w SIR m pal W4P (46i PRECAST IRS W-W M PRICA6f 7ES TIM 1309 4'4' (41* PRECAST as 7010 ISO 4R0 MM IWa MM m aM wo m Mn 44" (SC) PRECAST 1699 4W (e49 PRECAST RS EST 1076 4%r (�9 PRECAST Mn aM 4711 Mn toN rJaT ssM 4Me 4H1 spaS4' (849 PRECAST 1211 Ir-C (MC PRECAST 411 411 146 �4' (649 PRECAST MO aM a,M MM 3M M a S--,a' (m PRECAST 1062 S-1P (m PRECAST 340 330 016 940' M PRECAST sM Iwd 3180.1 2mj 8W MA 41M w 1M7 I SIR I MIN I 3W I tm 1 411111 S4' (>'9'1 PRECAST 909 E4' (W) PRECAST 007 721 490 ow (799 PRECAST m on ,W I im f apo I Sao 1 Sal 1 ap r4" 616'1 PRECAST 74i r4' P" PRECAST 424 614 366 r4' on PRECAST aW 77# ps, I 1M, I m Iape aW me V-C (112') PRECAST as' (/12-) PRECAST SM 512 260 9R (1129 PRECAST i 7M 1 aw 4N w I wa I Im pM aw am IWW (12r) PRECAST 476 tas (124) PRECAST 2M 4m teo 194• (1TD') PRECAST m m aR , 1 all MO m Ims I= IRS Mee aw 1T4' 267 PRECAST p 30 11'j' nSP) PRECAST 2110 462 184 1,t4' (ue� PRECAST fin ten 174r r«i PRECAST 667 11'-0' (tMy PR6C16T 2M 492 tBt 17-0' (1449 PRECAST 4m w fin w s,D ton I" (16n PRW ABT m ISW (18n PRECAST 217 324 110 IXI (IWI PRECAST 49 Mn 40T Ta M4 1 w w TM tw 1MJ /44' (106") PRECAST 279 14O ry69� PRECAST 206 29S 100 W-V (1SS) PRECAST IN w w w tao 456 m N pa 1 pM 144' (176') PRE NA 1444' (176� PWIRBM NA 264 91 1as (IM PRESTRESSED ap aN w w I MA m w w w 11M ,la 16�1' r647 PRES11�16D NR. Tar (18" PRESTRESSED NR 209 a Irw mr) P11ES11 aM sM sp w w ap 0 aM w. M, ,aa /r-4 Mn PRE NA 1r4' � PRESTRESSED NR 194 04 tr-4 am PRESIII mom w 1M w 10s w w m No w w 1aA m 1w we (202') PRESTIta6ES MA 1a-' Mn PRESTRFESES N.R. 149 W 1a4' (Z n PRES71 0 w W as m w w 4w w w sH w Tor lw 21'd' gm PR66REB9® MR 2C4' OW) PRESTR� NR IS 42 21i' 066") PRBVMM IQ to 7M m W in M. w w fe1 Me Of w Im W4" �7 PREMEM N L 274' G649 PNOTROM NA 118 4D 2FW (2649 AlSontERM w W SR Na w so w W m w m Ala aM w 2E4' pN') PRESTA101B® NR W-W 08" PRESrm= NR 91 ES 9R0" Pon PRESIRIIIFD w w ap w sM W m to w w. w w — >w (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. •ALLVALUEBTAXIN FROM SAFE LOAD TAUSS' EY CASTCRETE MAY WIS EORWN •PROCAST PRODUCTS BY OTIiRSTO MEET OR 67�E♦IDVALUE9 STATSO AIM •ALL PRECASTPRODUCT6 ARE TO BE WSTALLED PER MMAJFACTURM SPIGFICATIONS •PROVIOI 60MRM COP SEMMS PAST EACH SCE OF WNOOW OPSNSA PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: l"12&03 �0�06170�� 0000mo� ODE�000 !0�0000� ©m00000 00006�00 mm00000 0000�00 m©ov©vv 00�6�0©0 ooam000v 00000 0©0�000 000©000 a�oo©000 oos�0000 ©OQQa�00 males oos�m a�a>7�00�0 ©000000 o©000a�o m00000m ©�00000 a�000000 a�a000c�om ©00©00 �00©®�0 ©©©ooaL�o n FIRST FLOOR LIFT BEAM PLAN SCALE:114". V-0" 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32760 PH: 407-7744076 FAX: 407-774.4076 www.abdesigngroup.eom AA S: 0003325 At 0 lip x QQ aysD:v. 4k IAT1 SILVERADO LOT #61 BLK. #6 FRO TIP 04128,002-61061 1tODEIt 4EHB "2605- HAYDEN" 0A1CAd>i 0117rE?Tds LEFT PACiQs FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DATM 3/11/19 aisamT s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VW 10" HOOK — 30" TYPICAL #S BAR IN BONDSEAM — 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 05 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM AND XFXX - iT/OWOB INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST '•31A1" WINDOW A. SILL Z >r SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 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 ALINTEL THE BOTTOM COURSE OF BOND BEAM 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 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. JIDTH # OF #"S, IN 2NO BOND BEAM COURSE ��16-lTll / B NOMINAL � HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION �-' SCALE: SINGLE#SCORNER TURNED 1 BAR, 30x30 OR TURNED UP DOWN,VT0 STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 314"=1'-0" TYP. B"xe" BOND BEAM 61 TYP. 8"xlV' 6 BOND BEAM BX,O DSL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8.8 BOND BEAM W/(1)#6 BAR '. y�; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8.8 PRE-CASTCONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = V,DTH OF oPE"'NG-2' BEAM DESIGNATION OR ^ 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS WOODOEO11011 FARM PONS d, =2" MIN, 2 }' MAX 4=2 t"MIN, B"MAX mbi a =1 f' MIN, 2 ?'MAX ea = j'" MIN, 2 ?' MAX d.-7MIN, 2}'MAX sa=2 "MIN, 9"MAX m2d a -1 J' MIN, 2 MAX ee = }' MIN, 2 MAX d. -2" MIN, 2 j" MAX s, = 2 }' MIN, 9' MAX =1')"MIN, 2 r MAX a. _ t' MIN, 2 z' 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 8. = SPACING BETWEEN ADJACENT FASTENERS I N A ROW —SPACING SPACING BETWEEN ROWS OF FASTENERS q, =EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesWV*up.com AA #: 0003325 8 yt R Ion !;wXE aysaiv & W'n SILVERADO LOT #61 BLK. #6 rooj=T* 04128.002-61061 moazu 4EHB "2605-HAYDEN" GANAGM OVUM: LEFT PALM DETAILS %150 MPH EXP. B D T& 3/11/19 aCALM 1/4"=1'-0" a ME= S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 12" HOG NAILS. SMALL JACKS c 9' MAY BE NAILED WIN (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WV/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALLAND 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 VMH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, B. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. 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. 9. 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER (918" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z5W LBS SHALL BE FABRICATED Wl A 2xS 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 S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE a BASE PLATE OR REMARK DEOMPT10N REINFORCEMENT WD-1 4X8 (3 X`x6)4") SYP. USP HTT4 W/5ff DIA S/S3.1A PT., WOOD POST x 5" EXP. BOLT r- - - - - - - - - FIRE ____T I--------'J 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4"PLYWOOD) DRAFT STOP II 1 PRE-ENG. FLR. JOISTS TI II I 2X4 NAILER FOR ' I DRAFT STOP LL�W DRAFTSTOP PLAN VIE DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 114" = V-O" R TO CMU WALL WAISP IAND (4)$W$3WO�OD E N8 TO GIRDER. MI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealgngmup'-m AA N: 0003325 may.. a 9 aysaly aLIDai SILVERADO LOT #61 BLK. #6 1psoa CT/1 04 02-6 061 IVWIMT1 4EHB "2605- HAYDEN" GAluGA BIVIK l2 LEFT PAGM FIRST FLOOR FRAMING PLAN %150 MPH EXP. B ripan" -1 Dw3/11/19 8CAM- 1/4"=1'-0" a113341QT S3 NGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFANALL/FLOOR RAWINGS FOR REVIEW SHEATHING NO APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALL/FLOOR ITH (9)10d x 1 1/2" NAILS TO SHEATHING RUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEOULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP #227(67C4'-0' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED WI 10d 1 Od x 1 12" TO TRUSS. FL#17680 NO OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH(9) SHOWN) FACILITATE2-PLY 10d x 1 1/2' TO TRUSS EA STRAP. FL#17680 SED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE MAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHCM) L#17680 (A) USP LGT2 W/ (5) 1/45t3" POWERS WEDGE ix2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) SEE ARCHITECTURAL #FL17240 (NOT SHOWN) 2x SECURED WI (3) tBd (B) LISP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD " WEDGE NO ix2 SECURED W/ 10d TRUSSES ® 24" O/C, lx2 2x WOOD FASCIA S FLWTS (12) WS3 SCREWS FL:Y8223 (12) GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12' O/C FOR REVIEW 2z SECURED AND APPROVAL COMMON NAILS. GALS. COMMON NAILS. IF 4 BOLTS ARE USED 1.2 SECURED WI tOd MASONRY BIXJD ENSURE THAT CELLS ARE GROUTED GALV. COMMON N41LS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12"O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = UA870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 1B TYPICAL ROOF scALE'34"=1-a GIRDER CONNECTOR(S) 2A 2B SCALE:3a'=1-a' GIRDER CONNECTOR(S) i # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4•' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/#' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. z' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=,•-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUSFLOOR GLUED AND BRACE W/ (3) 12d Q EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA12 20 GAUGE SEAMS) W/ 10dxl2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X' BRACE Q EACH END TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1):'R BRACE (M CENTER TO BLK W/ 12" DIA FLOOR (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT WIZ' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED, AT 3z'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE T02x8 P.T. PLATE WI 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (ASPER O.C. MAX 5/8" GYPSUM BOARD OR 12' HIGH TRUSS ENG) ONT. 2.4 SECURED W/ STRENGTH CLG. BOARD (2) 10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/(2) TO BE INSTALLED 18d TOENAILS 10'-0" O.C. MAX DOUBLE TOP PLATE HTT4 W/ 11 A.B. WITH MIN. 7"EMBEDMENT n//,TO SLAB & (20)16d x SEE SCHEDULE FOR 2-12" NAILS TO POST. , 20 OR 2x6 WOOD SEARING BOND BEAM REQ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB ---_ 1 1"J A� BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/Y' GYP. WL BD. FLOOR TRUSS CONNECTION @ L.B.W. FLOOR TRUSS (NO UPLIFT) OUTER V3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4-D —HOLE EDGE-6/8" —HOLE DIAMETER < 2/5•D SOL. STUD STUD NOTCHING t3 AND BORING LIMITS EDGE>S/S" HOLE DIAMETER < 3/6'D DBL. STUD GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-0• A - USP THDH28 G < 1200 LBS, U < 1280 LSS W/ (1) 314" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 18d GALV. COMMON NAILS AND (8)15d VALV. COMMON NAILS. FL#17232 8 - USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) Wf' USP WEDGEAOLT/J-BOLT, 5" MIN. EMBED (20) 10d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL497232 C - USP THDH28-2 G < 2400 LBS, U < 2580 LBS W/ (2) 3/#- USP WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (36) 1Od GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4— USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4f' USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1 •-0• 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE el SEEFRAMINGPLAN All SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, S" ALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD °p LAP A MIN OF 4'-W. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °p CLOSER THAN 6" O/C. S. IN LIEU OF HILTI PAPS, 1/4" DIA x 3' MASONRY (2) PT SCREWS (TAPCON6) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE MGEM%= COUFAlgPADrq A DOUBLE 26 1/z' 8" B DOUBLE 2x8 3/4' 8" O/C 24" O/C C DOUBLE 2x10 12" 81• ac 16' O/C D DOUBLE 2(10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 314" 6" O/C 16' O/C F DOUBLE 2c12 3/4" 6" aC IZ' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'•0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-°' 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 (Fi 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 USP RT18A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F, AND F2 FORCES. (: D��RNATE MATERIALS SCALE: W4"=1'41' at 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeskgngroup.com AA #: 0003325 Q o � S avND:v as L/oT: SILVERADO LOT #61 BLK #6 Pmon=T# 4 2 .002-6 061 4EHB "2605- HAYDEN" oARAaa 8WINICk LEFT PAGIM DETAILS 150 MPH EXP. B a N NO PIPBUNT DATM 3/11/19 sCAI.c: 1/4"=1'-0" sir S3.1A 2.4 STRONGBACK SECURED TO EACH TRUSS W/ (3) led COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION BLOCKING SECURED TO WALL W/ (6) 3/10" ° x 4 TAPCONS 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" DBL PT 2x6 BILKING BETWEEN TRUSSES W/ 10d Q 3' O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO M BELOW 8" CMU WALL — REINF PER PLAN r. #8 WOOD SCREWS x2"LONGQ3"0.C.; NI STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT N� AT 16" O.C. AND 8' FROM END W/ MIN 5-1F2" EMBED. 91 FLOG �14„ NAILING PATTlRN 24"M `PRE-ENGINEEREDWOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ®12'O.C. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-a' USP LFTAB W/ (18) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING USP LFTAS W/ (16) 8d COMMON NAH A EACH END FL#17244 FLOOR TRUSS OR J PLATE STRAPS W710d x 1 GIRDER TRUSS 112" HOG NAILS FL#17230 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=,'•a' SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 411" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BILKING BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY INTO LEDGER AND 10d ® 3" O.C. STAGGERED UPPER PLY INTO 216 BELOW — I 6" CMU WALL — REINF PER PLAN #8 WOOD SCREWS MI _ x 2" LONG ® 3" O.C.; STAGGERED OFF CENTERLINE OFF 26: N� 314" AS SHOWN USP A3 EA AV— TRUSS� 14" `PRE-ENGINEERED WOOD iX2 FIRE -STOP FLOOR TRUSSES (SEE BL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE —CONT. 2x4 SECURED W/(2)10dh Q EACH TRUSS TO BE INSTALLED 0 1a-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3/4"=1'-a' #8 WOOD SCREWS x 2' LONG ® 3' O C.; STAGGERED 4H AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT AT 18" O.C. AND 8' FROM N� 8" CMU WALL END W/ MIN 5-1/I EMBED. REINF PER PLAN FLOOR DECK u. �: r /4" wriNNL810PATTEWi I I `—PRE-ENGINEEREDWOOD 24" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ® ITO.C. 1X2 FIRE-STOPSECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-11' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeo%pWoup.com AA 8: 0003328 elpill o 9_LL aysaiv. a L m SILVERADO LOT #61 BLK. #6 Pao"MT* 04128. -61061 monm. 4EHB "2605- HAYDEN" OAMAR3a a1FD4M LEFT PAOI DETAILS 150 MPH EXP. B I ROUQV A ABoUM%CRA L AR NO 98723 A DA 3/11/19 acAi 1/4"=1'-0" a!i>QmT S3.1B VTT SPACING (1) AT EACH END VTf AND &.0" O.C. MAX. 4yti5; Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.ebdes4pngrouP.mm 1 AA 8: 0003325 , X! AN (5pi Y stneDiv. a Lo SILVERADO LOT #61 BLK. #6 P1tojwT# 4 -61061 moaaia 4EHB "2605- HAYDEN" GANA*= SWUM: LEFT PAGM DETAILS 150 MPH EXP. B DATM 3/11/19 - BCA 1/4"=1'-0" SI4�T IS3.1C 17'-4" 4 1 2.1 2.1 L W- U U 00 �Y LL 10'-0 314" TOP OF DECK OPEN a 101-V b a 1 i 2'-1' T-0" T-4^ 5'.4" 21'-W 39'4" SECOND FLOOR DECK PLAN SCALE: 1/4" . 1'-0^ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774.4078 www.abdmW%mup.com l AA M: 0003325 Q EEEE it el aunDIV. ae LOTt SILVERADO LOT #61 BLK. #6 ImmomiscTdo 041 .002— 106 swDEMA 4EHB "2605- HAYDEN" 0AXA03 BWWCk LEFT PAGM SECOND FLOOR DECK PLAN 150 MPH EXP. B a3/11/19/4"=1'-0"4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = P-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.ebdesVWoup.00m L AA M: 0003325 V Q MO axnmzv. as LoT. SILVERADO LOT #61 BLK. #6 Pnoj=T# 04128.002-61061 MODI z. 4EHB "2605— HAYDEN" OAz A0Z BWZNCk LEFT PAGIM SECOND FLOOR DOWEL PLAN 150 MPH EXP. B m/11/194"=V-0".2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9) 10d x 1 12" HDG NAILS. SMALL JACKS a 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ I Od 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN W TH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK M..IR1F7tT10N I REMARK Q (2) 2X8 BEAM SCHEDULE ZNRM INDICATES OPENING BELOW I 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 (psi) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 ma (1)7I6 N/A GROUTED SOLID B82 MASONRY 3000 Sx8 (1)A6 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS N SAFE LOAD - POUNDS PER LINEAR FOOT �BeM SA PS AD 0-4— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH amr;1e 41►1e files ma raft- mww r+aaaa fm s &I" ewe e�4a mwie rma MN4e TYPE � � RCMU TYPE LENGTH SWIT mu u an►1T ✓ro f r*tT aF1a,F W04T m w 4R4•IT a7a1aT rA1-tt aver al'aLtT fiat 3%V (42') PRECAST =I m mN m aw m wQ 101M 3,4" KMPRBCIBT 1026 10B4 1 62e NIP PRECAST Nm fete am 4w m m TM m 4w mN 7w ma 101" 11w fw m mM 4w m e m ?m 4'0 M PRECAST lase mM oat m 4w w1 7m/ Mm 41P (� P1Irr4Aer lee Tea 130e 4-0' He9 PRECAST m m m UN 400 lam m no +1a eta Iw m mu too Nn m m aN 4m aam mm 4'd 1e49 PRECAST /Bfe Iw MN 7m1 RD 4taa m mat 4"d (8P) T m m ,078 4 8' (�") PRECAST vaN m mm m 4w 4M1 ama aim 4ma mN 7m7 ma Amu I/w for mN 3W WS 4IN fill OM m4i PRECAST 12,7 ,w 4a 1W m 3m m it e4' (�7 PREOABT 411 41t 7M 94• (e19 PRECJI6T NN 211a m m mm m!P4' /w m m 7w tm Nm Ina on m an am 4m r--,0" (7C) PRECAST 1002 "N 11rs NM m m m m 6'-1P (M PRIGBT 31p be B1e o-10' (M PRECAST w m a47 m41m Val m 4m. iw I mm ImN a1m mm ao NIP (Te') PRECAST 20e tam a117 MmM Nm 4w mM d$ PMDMIT 007 721 480 bib' PRECAST w MN mn sw sm mm Not. sms w IW I Iam I m aim aml Ina r!' Pal PRBCABT 7p NIt tri ma m &M m T4T (On PRECAST 42a II04 m rr on PRECAST im my 1M7 Tim m m m ao m m I Im1 I m mm m S4' r129 PRECAST w tw Nm mm m am mN (117) PRECAST 320 W2 280 r-C (117) PRECAST sM 7N 1 "m mm w ,w NM 7m1 m w w NIa Na 71m ma f0'-C r2eti PRECAST 4m w w Iw m mn m m 10'd r2e7 PRlG18f 2e4 401 /e9 tfrr (12e') PREfJ18T w am w , w Z lag m a7m w tm 4R I7m m 11'4' rae'1 PRECJIBT 3e2 M w N1a feM m am 4w 114' r8e') PRECAST 2eo 4e2 164 „�' r3e') PRECAST 04 w w lw tm 112K. w w 1w "a am am 4m 4m w NN m 17-0' r447 PRE(AX eel as m N4 m m m ,SRO' {144� PRECAST 214 402 1ST 124r (1"') PRECAST 4N 4m 7m w I w ao fa4 Nm aNa m m 4N w w I t i8'4' (1e0') PRECAST 2e6 ilia Nm on m m 18t! r88y PREC/IBf 217 3B4 110 ,34• re8') PR[CAST q w w Na w I am 471 is lam Mm tm1 m m 47e 4m 7m lift ir-0' (/e8� PRECAST 27e w 7a mN an am mm ,r4r (1eb') PRECAST 209 2e3 100 W-r 1 PRIWMT (� ' w M! q 44 to NN m tam am m q q m IOa tw 1rd r�9 PRMIREiB® NA M M M M M Nt M 1r4r r'18') N.R 2e4 fn ur' r>� PRE me w m1 w w w an w M. w 1 lift trm 4111 M mi tm1 m mR on iB4' (1et7 Pq[31 NR M M M M M lal M 1P'4" rah PREE7RF NA 26e e3 1S4• rM� PR®1REe1F8 m/ ma w w 40 w w w 7m Oil f1m 49 TN tma Om m m mm 174' �g7 PREg1REtB® N.R. M M tat M M M M XV) PAS NA 104 " tr4• (10e') PRB7 m In M m,r4' q w au q tm M ,4ra w w w Net 1w faa ma ,e14' PRBBIRI>lIED NA M M M M M M M R+2'1 PRBSIPHeED NA i4e 82 1V4' �) PR01REee® w Is m• 2m so w 41r m w W w M . >m w Tm Nm =2 NN fm 21 1 PM P NR Nit Nit M M M M M M,,4. OnPRlel NA 1ffi a 21'-{' RM') PREB7REM® Im 7m w w 373 w w q Mo w w tw w w w w 114 tam UK$m 27V Cm47 PRESIRE8BE0 MR M M M M M M 77"0' )PRE N.R. NB 40 27-0' pOf9 PRF81REpED 1m m m >b mi im w w w w w w w w 3N w 784 1w tlla Tv 2Wr (20S) MI M NR M M M M M M W- on PRBl,N68BFD NR I u aw pee') PIEl1Rd1ED WP Me am w w w q m w >p w am w w q w w (a) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (a) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. "ALLVAILHS TAKEN FROWSAPE LOAD TAet&8' EY CASTCRETE MAY 20166flff1011 •PRECAST PRODUCTS EY OTMRB TO MEET OR mMM VALUES STATED ARM -ALL PRECAST PROOBCM ARE TO BE *WALLED PER MANIFACTIEEB SPECIFICAM010-PROVDE emm44M4'OF 8E~ PAST EIICH SIDE OF VA DOW OPBi13 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE a: 18-0128.03 ------------ —------ —---- ---------- -------------------- 811911aggr— WORM 8F18-1T/0MNB 8F16-1T/0MMB 1 I � GT , U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 16-8" r--7 I I L--J 8F18-1T/OM/OB 8F16-iT/GW0B L------------------------� SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com L AA e: 0003325 i o Y F � --1 sysD:v as zA-- SILVERADO LOT #61 BLK. #6 T1WJmCT,p 04128.002-61061 1tODmL1 4EHB "2605-HAYDEN" GA1-A0m BVFSNC : LEFT PALM: SECOND FLOOR LIFT BEAM PLAN %150 MPH EXP. B DATM 3/11/19 e1CALm: 1/4"=1"-0" moot" s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS, SMALL JACKS < 9' MAY BE NAILED WI (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 12" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. B. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. 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. 9. PLACE 2x4 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER (m18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 20 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. COLUMN SCHEDULE HQE a BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD 1 4X5 (3 x"x5x") SYP. USP HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT s 9 1 R 9 s _ _7-T IIn CJ1 go n n Itu .1 n n It n CAi B 18 T 1!� AT A5 exzxz=� s=xxs=x x=ssssss:sss asssssa sacacacaso A3 = s ssxe xsx=xs PsRxxEss AxBRCD sx xxxsmx� cm aa sm xxsxmxm cs ssaxxwv TRUSSES � 24" D.C. as xxxxs ssRIDGE se se�xxe 1A s xxIxsAxExaR�OOi PF x x_axxsx xxx� x s c z� Al 1A 1 - - - -�X3 � ATTIC x =A4 s x x=s x msa - x x sm x LaczSS I s sxa x a c ssssx s-- xxxza: x— x = x =� x xxxxs= � x x xx— x xxxa x xxxxx x= x= x= x xx— x xxx= x= x 18 AgA GT 18 9II =—z - ' �xx �_ =x x �x xx y�A III N II II N II n n En u n n�ERA" " �= CJB• z L t SS w CJ, 1A is tl i i _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ROOF FRAMING PLAN SCALE: 1/4" = V-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdeslgngroup.wm AA M: 0003325 X! $gp R q Y aysa:v & LOT: SILVERADO LOT #61 BLK" #6 F%wjwT,p 04128.002-61061 MOa31,l 4EHB "2605- HAYDEN" OAVA0Z OTM401 LEFT PAOM ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B :i 1__�00F W ND DESIGN M&SURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.018) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: -W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4! OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1!Y' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1S39 EXTERIOR BHEATHINO USE 1/2' COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GL1N NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES N 313 7 (, W QZQ NO 24 Fe TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING � Imlll�' 11 EllllL 11 MMMMMMLI-11 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END RtMWO WRING SHANK GUN NAILS 6" O.C. IN FIELD' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (08.8. TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS a 12" O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS 01Z' 0,0 .d(4 FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXEMUI AGGREGATE SIZE SHALL BESOT. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AR ENTRAINED CONCRETEFTOEPRTFL ORWEATHHt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 8d1 EDITION ALL EXPOSED EDGES OF CONCRETE APo: TO BE CHAMFEIRE03/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACE 316.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 536131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDFRALL 9<�OH DWHEREIMNCATE DON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND BEAL®WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FOIVWI-WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN %W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SWILL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 81H EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK 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.DEPENCIND PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. THE STRUCTURE 19 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-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVELOAD 40 psf 20 psf TOP CHORD port --treed 10 PST BTM CHORD roncon—rit DEAD LOAD DEAD LOAD 15 paf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf WI No GYPCRETE) 10 psf STM CHORD 5 PST STM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED AN CtWH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IU SHOP DRAWING REVIEW: SHOP DRAWINGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON. TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDA11OW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO ADRY DENSITY OF AT LEAST 95% OF THE MOD]R ED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SMALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, ANDAS 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" H-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MMMAING, MA NO, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSTED IN ITS FINK POSITION SHALL NOT EXLEED90 MMITES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MMITES, 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 REQUIRED CONCRETE COVERAGE OVER REEIAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DIPOSED TO EARTH EFOUDATIOW R FOR CONCRETE EXPOSED TO EARTH AVDORWEATHER 1-1/2- FOR NS AND SMILER 7 FOR 68 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3l4' FOR SLABS, WARS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WARE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T- W OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 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 SAFES SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 08 BAR - 30" #5 BAR - 30" #7 BAR - 47 PROVIDE 38"x 38"CORNER BARS BOND BEAM ONLY, LAPPEDAND TIEDTO EACH BEAM REBAR SE O EDETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 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 SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPW4, "DESIGN NATIONAL STANDARDS FOR METAL.PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "TPUWTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982 HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WMEREVER POSSIBLE. ROOFS, FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANSS, ALL TRUSS/ HEADER ENGINEER NO. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL TulsllIliF MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 53D/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WLLLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM COO, GRADE ftn = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF S' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR STALL BE PROPORTIONED AND MIXED AS OUTLINED LINDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3l8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 45 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE ­NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO 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. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ANPLICATIOIN S. ttPE SPACIND RE-- AWLIGSON sim TYPE BPApN3 REMARKS 1❑PTFIINRINGTO CASEHO ..COI OAPAOE DOOR BIIOt MASONRY)C C. NAIL 111 LONG. B•QO TO xWH3MVYlNNC 9E EDE SEE DETA'L SEE DETNL SEE DETNL 9GD, K.IXT DOORS —EKIRDENEOCOk a"00 WINtWYoo-IFA9TBJE0 —GE DOOR I—K SEE DETNL BEE DETNL BEE DETNL SEE CETAt PT, SEE—. t 1 NAIL rz°LONG. STAO.w IOMASON2Y/OONC. TO MAeONRYIWNC. WINDOW_ CASE Na1me+EDcaL s•oc WWDDWrooat/FASEN® METAL S­CONTACT THIS ENGINEER FOR SPACING 1x PT. SEEI—ES -111?LOIG. 9TAOOf31ED INTO Ma .Yw- MASONRYICONC. REQUIREMENTS FXT.SWINO OOM 1 3I1 e'Wa PATH 11rz•EMB®,4BD. NON9ENdNG MOOD 1. .PBD E%PMIS- EMBED BUCNh PT.9EENOIES Wg01Ht FABTNHi ��� a8T.,11rz•EDDECIST. WALL TOCPIC.9LN3 xx.« T. 3• EDOEg9r. BOAT G1 hTWWWW 3B•PAFx319' 8"OIC I"ENO. DI9T.,11/f' PT T09TEELCOL., SEE WI WASIHt STADOERED EDGE W,NOTES INOTES 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 S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERSARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.ebdeaWVoup.wm AA A: 0003325 ` � E Y : gill E F'suimm as Loan SILVERADO LOT #61 BLK. #6 PROJECT# 04 2 . 02-61061 4EHB "2605— HAYDEN" GARAGs 8w7MCk LEFT PAGM DETAILS 150 MPH EXP. B F'11 ail AAR NO 9s- 723 1 d MOWN rRA'NT /19 1/4"=1-O BMW "N1 .--DR t64-\ 41