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HomeMy WebLinkAbout6776 Wagon Trail Stb.- 99 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA x: 0003325 , .J 0 4 F O SLTIBDIV de LOT SILVERADO LOT 3 BLK 11 PROJECT,F 04128.001-03111 MODELS 4EHB "2605-HAYDEN" GARAGE SIFMG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B DARINT 08/16/18 SCALE: 1/4"=1'—O" SFIELI'T C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Ih EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH 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 SHALL BE 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. SrrE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 WA SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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 T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH'/.' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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. 2-STORY GYPSUM BOARD 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. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com AA g: 0003325 m h q. 0 m c R A SU131DIV. & LOT SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B ARCHr ECT A 72 :- '" A rsuara 08 16 18 DATE: SCALE: 1/4"=1'-O" SFI MT G�T 1 V PATIO 9 10'-0' II'-W 15'-4' 2'-8 0 ro 25-SH 6068 SGD. (2) 25-SH EGRESS 12'-4' I I 1 DINING i ROOM 1 LIVING BEDROOM #2 V-8' ctG � ROOM — e'-V CIA � I A I I p (2) 2068 I �o I I I � I I aclv I v POST II IR-ISH I I I I I vic `fie BATH#2 TUB/ I 8' 8l�g11G N 10 0Nn N 0 2868 _� I N 2'-8' 8'-0' 4'-0' � 3'-0' 3'-8' 5'-4' 3'-4' x S'-8, — 2868 SC w.H.STAIR i�xA REF --- ARCH DATA 20 MIN. O 16 RISER s 9.34' 15 TREADS • 10' II ul FLEX vUlc ° FOYER GARAGE 81-8' C - 8'-w cv. III m m 8'-s' CLG a III 3068 III W�10' III TRANS -10' . a CIX.. 10' (2) 25-sH PORCH V-8' CLG a y O A 4 16'-0' X 1'-0' OR S I e FIRST FLOOR PLAN SCALE: 1/4' . 1'-0' NOTE.2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1!kb' (35mm) IN THICKNESS, 50LID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN Ay'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Y15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TW ED.) 302.1 OOMPO rNOCUIUMTIwLOAN BU CTMEWOMMFORa89=0=1111 ag" 80UNE BM BDIFHWOW R3WK8 NDTIPE FOOTAGE MIN. WINDOW 5 25/-33 CRITERIA10 EXTERIOR SWING is 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-25 CRITERIA 16010 0AD. 1 112 1 5 1 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 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 HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONRoLDAIE0M SQ.F'T. CALL. S 18T FLR. LIVMCs 1104 SQ. FT. M FUR LIVING 1501 SQ. FT. TOTAL LIVM6 2605 SQ FT. GARAGE 431 $Q FT. PORCH III SQ. FT. TOTAL 3153 SQ. FT. PATIO 80 $a FT. MASONRY/FRAME WALL LEGEND 8'-8' BLOCK WALL UNA ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON FLAWS I8'-8' BRG. INTERIOR LOAD BRG. WALL UNA. ON PLANS 4' INTERIOR NON LOAD BR$ WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE W-8' -ALL EXTERIOR DOORS TO BE W-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 vAmabdealgngroup.com L. AA#: 0003325 m h m 0 ro 0 F C H W f O x ST7HDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B DA 08/16 718 SCALE: 1/4"=1'-O" SHEET Al DEL. TOP PLATE O m BAR DETAIL A SCALE: 1/4'-]'-0' OLCH DTL. E:1/2 . I'-0' AH U I ISECURE TREADS /31g 3' 8 � `2'OLAYERS Z� EIS OF PLYWOOD/4 SM BTPoNGER UNTM7EADED SHANC \FLOOR MATERIAL RIPE FOR TO EXTEND 5EYOND THIC"E88 SOLID NAILNG OF SUC-FLOOR SHEATHING / I / 42' W. U2 UAALL Ul/ 3/4' KJ / CAP I'MAX NosIN� PLATE / / n I nN. / STOR. Qw _ /' / 3-2x0 6YP R aX4 S REsr CED UVlx4 BPF E a / WY UI.OM E 44 OF OR vE 0 / -40V NILAR PL-400 OR 8R11LARE . m EA HORIZONTAL 04N 2 X 4 RE-INFORCU'Y / • EA 2 X 12 STRINGER SECURE W/12d 6'-8' O.C. / 2X4 ATFAC *3> UV Red MASONRY NAILS . 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH DO, 32' O.C. MAX 42' H. HALF WALL UV CAP 3/4' T4G"FLOOR GLUED 4 BCRELLED PER FASTENER DLNEDULE FLR TFAISSES V-8' BR& W-T. HANDRAIL • 36' W/ 2X4 RE-IPEOF CLEAR SPACE BETWEEN HANDRAIL AND THE WALL :LL BE NO LESS THAN 1 1/2' PER FBCR R311.I82 STAIRS RISERS TO COWOI4M TO FECR 6TN EDITION (20rl) STAIR DATA: MK TREAD-W MAx RISER•1 3/4' 3/16' *R • -1.54' MAX VARIATION IN R18E14:6rtREADB 15 TREADS • ADJACENT to EACH OCHER are• MAx 10'• I' NOSING VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRON SECTION D1A. TO SE 13/4' .-1/4' OR PROVIDE EOIIiVALENT GR4SPABILITI' WINDERS- MR 6' WIDE NARROW END MR "'WIDTH • I2' FROM NARROW END 34' MR HANDRAIL W.T. NOTE: NOTE, I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A -ENCLOSED ACCES61BLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR DIAMETER OF 14'1 2' OR A NONCIRCULAR CROSS SECTION WITH A SURFACE AND ANY 6OFFrr6 PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND THE ENCLOSED SIDE WITH 1/2• GYPSU'1 SOAaeDB. 302.T. FECR A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0'-0' FIN. FLR. DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-18.1 / F.B.G. (2011) 6th EDITION. STAIR SECTION C SCALE: V2•.I•_0• HANDRAIL SECTION 1441 Ni RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 54 d) v 0 h 0 F 4S� mm lAh 3UHDIV. 8e I.OT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL- 4EHB "2605- HAYDEN" GARAGE SIVMG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 150 MPH EXP. B DATE: 08/16/18 SCALE: 1/4"=1'—O" SHEET At SECOND FLOOR PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdesigngroup.com AA #: 0003325 h Chi 04 O m G O F. 9UBDIV. at LOT: SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL- 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B DRINT ATE:: 08/16/18 SCALE: 1/4"=1'-0" BI ET A FYF-ON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR, FYPON —� BKTIIXIT OR EQUIVALENT 6' RAISED $AND (TYP> 0'-0 3/4' 2ND FIN. FLR s ENTRY I I 4' RAISED TYP. BAND (TYP> S' RAISED �I BAND (TYR) 0'-C' FIN. FLR _ -0'- G DE l ,) In -NMI 11001 0 ll� rl-��mm MEN I I I ME lqrF,,= - FRONT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT �g 2ND FLR, Bps NGT�- I I I IF-1 �a I I I I A r I- I I 10'-0 3/4' 2ND PLR, FIN, FLF'/l HGT. T 8'-8CLG. HGT,� I I TYR ( 11D ❑ ❑. I I I I � I I FIN. FLR — GRAD£ IMIN,) ----- ------------------ --41, REAR ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH o26'-8' BLDG. HGT. _ �,LIS'-8' 2ND FLR. BRG �44' DISED 6' RAISED BAND Z-11,CIO'-0 3/4° 2NDFIN. IoV-8 COACH LIGHT FIN, FLR ,�18'-8' 2ND FLR. BRCS. HGT. 0' AREA OF AMC = 1565 SO, Fr. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 15M /300 = 5.28 VENTILATION AREA SO, INCHES PER FT.(144) = 760.6 SO, IN. MN. REQUIRED VENTILATION = .5X 7608 IN UPPER PORTION OF AMC = 39D.4 S41N. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 36G4 /115 DTALF OF VENTS REQUIRED = 3.30793 rOTALIOF VENTS PROVIDED - 4 'AREA OF AMC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED V2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFR.Ya CEF'!NT _ ,610'-0 3/4' 2ND FLR RDEIY LASS GWIN S OVER -M FELT 2X6 SYP Pt LEDGER LW FIN, FLR/B@s. HGT, PAPER ON TK' 4 . SNEATHNG OR lawTHREADED ROD 32, 8'-8' CLG. WT.V1' CDX PLYWOOD SECURED PER O.G. 4 RRTHN 6' OF EAH31 -- NAILING 8013DU E END MAX SET N 81HPSON TOP OF IDOND DM HIGH STRENGTH EXPDXY 2ND FIN. FLR ?PER ELEVJ LOU-26 2x6 SYP RAFTERS OR PRE-ENGD TRUSS (PER ELEVJ ROOF DLOPE� —1— ELEVATION MM. TK' 086 BFEATHbk3 G'A188ET TO DE SECURED TO CHANNEL FOR SOFFIT 2X6 MEI'1oER8 UV Sd NAILS 3' O.C. PEIRa1EfER _ 0'-0' FIN. FLR LUW61W !4l IDd'4 1'_4• TO LEDGER AND (2) IOd'. -4' GRADE (MIN.) to 2x6 J016T 2 _p• 2X6 BYP PT LEDGER aL 1/2'x8' TFRREADED ROD 32' Or— 4 WTHN 6' OF EACH END MAX SET N SO'PSON HIGH STRRENGT14 EXPDXY 6' MN ENDED. OVERHANG DETAIL A scALE:1/4.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngroup.Lwm AA#F. 0003325 64 N w 0 y c F 0 r sL 33mv. 4 LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL- 4EHB "2605-HAYDEN" GARAGE SIF MG: RIGHT PAGE: FRONT & REAR ELEVATION "H" 150 MPH EXP. B DATE 08/18/18 SCALE: 1/T71'-0" s*mr]" A3H 2ND FLR BRG. HGT�-------- OFF RIDGE T 12 D� 5 rFOR FYF'ON IIXI'I OR EQUIVALENT IS'-8' 2ND FLR BRCS. HGT. 0 0 12 4 10'-0 3/4' 2ND FLR,_ _ _,AID'-0ND FLR FIN. FLR/BRG. HGT. -------t2- ------------------------------- -- ----- FIN. FLR/B�2's. FICsT. 8_-8-8' GLG. HGT. ,�S'-8' BRG. HGT. ------- ----------------------'-------- ---O ®ENT 0'-0' FIN. FLR 0'-0' FIN. FLR G D _-_-___-___-___-_-_____-_______ _ _ 4GRAD (MIN.) 18'-8' 2ND FLR, BRG.NG7. ------ 10'-0 3/4' 2ND FLR., _ _ 12 FIN. FLR ---- 8'-8' BRG. HGT­ ® ENTRY 0'-C' FIN. FLR -0'-4' GRADE (MIN.) LEFT ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I'-0' I I ,�18'-8' 2ND FLR BRG. NCsT. I III- 2ND FLR I lZ- FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003326 F V h 0 A ti —LL 31 SUHDXV. 4 LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL 4EHB "2605- HAYDEN" GARAGE SIRING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 150 MPH EXP. B 3pwR7E 08/16/18 SCALE: 1/4"=1'-0" Skf=T A.4 H ELECTRICAL LEGEND SYM. DESCRIPTION -lB- TAIDARD SWITCH 4 -WAY SWITCH 4 -WAY SWITCH 4 MI'•R SWITCH HE BUTTON FLI ISCOWECT TMERMOSTAT INGLE RECEPTACLE 025V/20-AMP O4GLE POLE, 10V DUPLEX RECEPTACLE =19 1OV DUPLEX RECEPTACLE (EQUIPPED AT14 C%VO1 ND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET(HALF OF CUTLET RED TO SWITCH) 4fl- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR IOUII 20V RECEPTACLE (4 WIRE CONNECTOR) MOUNTED LIGHT MOUNTED LIGHT ENT LIGHT D LIGHT ;EILE45. SCONCE PRE -WIRE FAN WITH LIGHT (I CR'1 PER SQ. FT.)23a B LIGHT FIXTURE mnnB LIGHT FIXTURE AOOOOGIII BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN 14DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) e x SS LIGHT (VAPOR PROOF) G MOUNTED LIGHT WITH J-BOX PT. FANRICAL ULKaF1T PANEL (FIELD VERIFY TION) CTRICAL METIER (FIELD VERIFY X (WALL MOUNTED) -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 T FAN CI CFM PER SQ. FT.) E JACK O• DETECTOR (CEILING MOUNTED) ® x DETECTOR 1 1w. MOUNT ) HMES �N TED OUTLET FOR GARAGE ER JACK ^E PORT • Ss LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TOBE VERIFIED • HOMEOWNER PRE-CCNSTRUCTICN MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.120P) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • 13ATWROOM EXHAUST FAN TO HAVE MINI. CAPACITY OF 50 CRI INTERMITTENT PER TABLE M1501.4 OF FBCR 6TN EDITION C201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERIJPPTER PROTECTION FOR PERSONNEL ON FEEDER) • UARING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MIAiT BE ENERGY EFFICIENT TYPE PER FBI- ENERGY CONSERVATION (RESIDENTIAL ENEI'a^rY EFFICIENCY) 2011, 6th EDITION R404.1 FOR VENT OR MICRO PATIO B 15 � I DPW N ROOM ROOM — I PRE -HARED CL.G FAN B I 21 _ SF SWITCH IN CABINET 1011 CUTLET / TO 2ND FL. FOR DW SIUITCH S ID I I / 15 29 ----- MU EN 13 I -- 5 1 •1•AIp PAN. GFI `-- OPT• \ S/CO GF1.44' AFF. PRE -WIRED CLCS FAN 1�1 -2 -25 BDRM. #2 II � II I II 13 I BATH #2 Q r CAI T 5 13 —__ 2 I 1 FM i / III 22 y4/� 21-' III t 113 KEYLESS �' • �`J III ��//'���"` 13 FIXTURE PRE -WIRED / FOYER CLG FAN GPI JJ III 1 ! GARAGE 0 DOOR 21 21 = C 22UP ; PB•FOR 1 \ Il GH 22�` 22 22 PORCH L------------ - - - - -- PREWIRE GARAGE 6,8 UAa BOLLARD AS REG. a PER BLDG. CODE %22 7 \ ,42 INFTER IELD VERIFY LOC. n o GFI IRRIGATIO OUTLET • 48' AFF. - - - IT, ------------------- 2 •) COACH LIGWT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a P-0'. WP Panel MAIN -A PANEL: 8A6.patb .kar VOLTAGE: 120/240VAPh MAIN: 150 MV M.C.B FEEDER:3-#1 Cu TMVN 81-86 Cu (G) m I IC C. OR } QQ AL T{M & i-86 U (G) in I Irr C. w1n Pr• r D.vtl m wrd aww oar wr. wee M. Fr• wk• GR 4lUB 12m 3 A2 2 m k4-1-p�' 1350 ) 4 Bpr• T 4 PANEL -A PANEL: 42q breaks VOLTAGE: 1201240 V-lFb WUN: 150 Am M.LO. FEEDER: 3 81 Cu TIMm 81-86 Cu (G) in 1 i/Y C. OR } 8M AL T HWN 61-06 Cu (G) in i 1? C. F1 er awn arm F2 we. .12 1 1 ...1A Imo 1 x a9m m Hem BN 1e53 A2 1 m SrMApp9rn• tam I 4 450o _ tlrlWr m 2 a0 .12 1m lam 9 .11 1m p3, 1m9 m1 n2 a2 1 m Btlk BN bs Imo n tt Imo NrMrOFl m 1 012 e4 1 13 F r1411AFa 9m 13 N 5399 BFl m 2 .10 .N 1 15 N•, l.1/. k3aan, Ch 11, Ilq 990 N N B • tT to 19m aMnFl m 1 .2 w4 1 13 SDaap AFa 9m 19 ID im3 Dw GFl m 1 .2 s • x1 2x Imo /¢#«bru•aRr bs AFa m 1 .12 M w4 1 1 13 1 13 Btl•a•#!/BrNmr.i RFa 84,bar.l eFa 9m 9m ID % % ID am 9m SWN I1Fq Ow.R lMlmr•,1Fq 15 15 1i14 434 w4 15 B. an 4u rOpt. eee,surrp Loa rFCY 9m n n lmo m .2 a2 m s cr Dsr oP.«/s1 s a 31 3x tom m 9 a 13 % a 1r x 35 s e,C •HHl1. 3INA tl BS% mID 39 41 42 l•k3 btlanrrbaar ukWba lAr i]9m 2T9m 1m4, b01m.Mitl>aticJrlwv/ew Isdons: ABBREVIATIONS: A NN: 4PL FMAT CRg3T.TIEAMPTER N#: noNcawcoEr2r�wD an: aaouo FAl6r9R6waP1ER Tar 1s•5, bMrtl Aar 465m FM loom aes r tm% Nm9 ara a4ax N2m tltlAcla3 mM LOADCALCL1LAMNI8BA8lBONNCNO ONICDENTLOND TtltlCmra•a l•q Wla 369M r%e�•3: 1tl4 G• wW Lighting & Reco~b Lead 2605 6rwtl us a Rc 3 W I . N. 7815 3 M65W,U Nat 10D% 195 p1ur41 8010 IE ,O AMP ELECTRICAL R15ER NOT TO SCALE, GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tI4 EDITION (2011I. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THWN/THWN UNLESS NOTED OTHERWISE POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONI ELECTRICAL SERVICE PROVIDE 3 •1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 a2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THIM • Y6 CU IN 2' CONDUIT OR 3 44/0 AL, THUN • I% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND 150 AMP I2O/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIC45 - 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED TOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 F Y y V O y O F SURDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL- 4EHB f12605- HAYDEN" OARAOE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B rpnnA08/16/18 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYM. DESCRIPTION df TANDARD SWITCH -WAY SWITCH -WAY SWITCH IhMER SWITCH BUTTON ISCONNECT TFMTW4;C*R;OUND TAT EGEP'fACLE (125VR0-A'IP OLE) LEX RECEPTACLE LEX RECEPTACLE /EQUIPPED FAULT ER/TAMPER RESISTANT TYPE) I0V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 4E- :XTERIOR WATERPROOF/WI RECEPTACLE (GROUND FAULT NTERUPTER) IOV QUADPLEX RECEPTACLE ® I0V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ;ONNECTOP.) L MOUNTED LIGHT (LING MOUNTED LIGHT LU44T OOD LKaHT L SCONCE PRE-WIRE IGQ. T FAN WITH LIGHT (1 CFM PER SFT.) 88B BULB LKaHT FIXTURE mcn K, BULB LHT FIXTURE �mn BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH FULL CHAIN -{JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT ( ACE -IOUNT) 'x4' KiUORESCENT LIGHT (RECESSED) SS LIGHT SS LIGHT (VAPOR PROOF) 30BOX G MOUNTED LIGHT WITH J-BOX PT. FAN TRICAL PANEL (FIELD VERIFY TION)X (WALL MOUNTED) (CEILING: MOUNTED) FILING MOUNTED FAN 0 T FAN (I CFM PER SQ. FTl � JACK QQ DETECTOR (CEILING MOUNTED) ® / X D OR I ING MOUNTED) HIMEB 1 MOUNTED OUTLET FOR CIAPAGE N JACK - cc- FORT LOCATION OF TV JACKS ! PHONE OUTLETS A FANS TORE VERIFIED • HOhEO 4ER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.I2(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATFRaOOM EXHAUST FAN TO 14AVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501A OF FBCR 6TN EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -IN TERIPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRMG METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • el I 1 dMPa. S.LIAI 1 iAC 4F1 CrTFD RY wlil f]ER AND 15% OF LIGHTING MUST BE ENE12'Y EFFICIENT TYPE PER FJSL ENMWY CONSERVATION (IGESIDENTIA_ EN MY EFFICIENCY) 201. bth EDITION RA04.1 I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-0' 114 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA k 0003325 F rq h b 0 a y ma O F W 00 A 3 IV & LoT SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL: 4EHB "2605—HAYDEN" GARAGE SWIG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B DA7RINT'E-. 08/16/18 S*IE= E2 OND. FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-0' i -1 --------------------------� SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • I'-m' 2' YtR MAIN LAY MA PLUMBING RISER /I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA lh. 0003325 ti h s a m 0 a U C lit mm F ! I 0 W 0 BUHDrv. ee LOT SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL• 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: PLUMBING PLANS 150 MPH EXP. B DA 08/16/18 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES L ALL MECHANICAL EGUNRIE HT SMALL DE PROVIDED WTN PROPER CLEARANCE. FOR EERHICM PER mm RE(iJ1REM ENT& 2. ALL DUCT SYSTEM6 INSTALLED N NON-CONDfTIO ED AREAS IH&L DE CONSTRUCTED OF A VAUR OF NO LESS THEN R-S RATNS. ALL SEAMS SMALL ISE SEALED UTM GLASS FAD R MASTIC. AND INSTALLED AS PER MC *TM EDITION (2m1T) MECHANICAL IN M CODE SECTION "S, 3 ALL FLEX DUCTS SMALL BE APPROVED UL Of CLASS 1 AIR DUCT AS PER NFPA WA 2-3J 4. PRESH AIR INTAIES AMALL.MM DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR YEW OUTLET, OR SANITARY SEDER VINT OURET 6. ALL EXHAUST AND OUT6DE AIR INLET DUCTS, &MALL BE CONSTRUCTED OF SMOOTH C*ALv METAL. OR OTHER MATERIALS AS PER MC •TH EDITION (20IT) MECHANICAL CODE SECTION &W •. ENCLOSED SUPPORT PLATPORMB SMALL DE CONSTRUCTED N ACCORDANCE TO MC &TH EDITION (2®T)MECHANICAL CODE &M 1. BATHROOMS C7NTAININS BATHND6, &HOSER6, &PAS AMC) SIMILAR DATHINS FIXRMS SMALL DE MECHANICALLY VENTED N ACCORDANCE WTN FOC STIR EDITION (ton) MECHANICAL CODE SECTION 409. O ALL EXHAUSTED DATH ROOMS, SHALL 141VE UNDER -CUT DOORS FOR MADE-W AIR TO BE RETIJIlED, TO EQUAL AIR EA"ISTED. 'L ALL FIE RATED CELINS6 AMC) WALL6 AM LL. HAVE AN APPROVED FIE OR FMA94ORE DAPI'ER'6 LOCATED AT CELNS OR WALL PENETRATION AND BE SLEEVED WITH ACCES6 DOORS TO RESET D.MINER ALL DAMPERS SMALL DE NOTALLED TO MF& RECOMMENDATIONS AND MC &TH EDITION (20n) MECHANICAL CODE SECTION "n 10. GRILLES, AND OFRJSERS SHALL DE PROVIDED WITH DALANCNS DAMI'STA IL DRYER BOOSTER TO DE A PANTEC14 DBF BOOSTER FAN OR EQUAL PAMEC14 DEF IO DRYER BOOSTER CAPACITY " LINEAR FEET WITH MAX. SIX ELDOWIL ATTIC LEGEND ® SUPPLY AN DFFUSER 0 PWRM AIR GiRILL ® UM -WALL OR 1 WAY DFPIJSER — SOLID LINE- SUPPLY THINE — DROM LINE• 1lEn M TRUNK BALANCING DAPPER OR ODD 0 CEILING E)OHAUST PAN RCELINS EXHAUST PAN R LIGHT O/A OUMI M AIR m THERMOSTAT m PASS-THRJ AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS "�"-""`•' O O - EXTERIOR WALL PLENUM T y AIR RETURN SWCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES SECURE STRAP TO CONE. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP 1 OR EQUAL AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB 'BXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORiP9 �'' CONDENSING W1T TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN &PROVED DRAIN,) PER FBCR 6TM EDITION (2011) MECHANICAL BLDG. CODE NOTE: MAIN COND. DRAIN 3/4' DNA. N SECTION 30�2.4 OVER MEAD • FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COWTERSUW, CA. PLUG SEE SPEC. BRASS PLUG 1'-8'X&. CONC. FM. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION $01E WADE 8240-K JOSAM 86000 OR AS S INSIDE SERIES NICKEL BRASS TOP UIREDWASTE REQUIRED CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.) 14110 nEXT. GROUND CLEAN -OUT TY ---------- ---�— I I DINING ROOM e siA LIVING FRom ROOM ABOVE BEDROOM #2 1 12X8 1 _-----1---------- - - - - -- >r I I II 12XI2 I4X--------- PASS OI l THRU BATH #2 OO�®------_-- __---------- - -v ---,�I - - -� X 50 ,I O KITCHEN ' `'U S1TQR• I II - -- WI -I LL JJ o 2X8 — 8X4 — v� \ \ III 8" S/A \ FROM ABOVE \ IIII 9X9�� FLEX FOYER III - { GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 q 0 F A SU13DIV. & LOT SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL: 4EHB "2605-HAYDEN" GAPAGIC SVfMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B [RAINCT: 08/16/1A CALE: 1/4"=1'-O" REET M1 L HVAC PLAN SECOND FLOOR SCALE: 1/4 • V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdesigngroup.com L AA #: 0003325 F b h U m h 0 aVHDrv. as LOT SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL- 4EHB "2605—HAYDEN" OARAG IC SWMGi: RIGHT PALM SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B DA 08/16/18 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE — PRE-FAB TRUSS 14' TWKr, z COAT GONER DEAD a• CHU 60 1/2, CLG. BOAR I•LASFV. -- C — TSIi AFTL.IED STRIGTIRAL FOR maiNFORCEMENT DIRECTLY TO MASONRY P.T. IUDATT gTTAC1ED t0 FRL NOTE: STUDS IN cdL'bFee PARTITIONS SUPPORTING APPPWVAL RS 0' DRYWALL WALL HUNG PLUMBING MAL ."Alw' FIXTURES AND WALL6LEL e"wF CABINETS SHALL BE NOT Do Ii, OT CUT MULD". ALL LESS THAN 2x4, WHERE°R ° a" fO11� a r.4Lv. STD AROUND MY DOOR 2x4 WOOD SPACED NOT MORE 9otD BEAM PE ,, clJt N•am,Leo. PASPAS OD Two STUDS a24' THAN I6' O.C. OR, NOT SOLID CROOT Tire BOND "'OD a"°E �JA le rot �_� v atEEL O.C. LESS THAN 2x6, WHERE - AFTRDVARIMARS-RM TRACK rPm OVMKAD Dose eYOTweRS SPACED NOT MORE /tcal�ReE -- FAeTem TO 81 ROOM THAN 24' O.C. TRac AERAaQTskw PRODUCT -coNc.SLAB ALAPFRDv O. 0'-0' FIN. FLR 1 TYP. INT. WALL NON-BRG. Di SCALE: 3/4*.1'-0' FIBERGLASS SHINGLES OVER •30 FELT PARR OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON i' OSB. SHEAT14I143 OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2. FASCIA PER TYF-I _0 ELEVATIONS' O.H. VENTED SOFFIT In' TWICIG, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8, GYPSUM BO OR IR' HIGH ELEVA STRENGTH GLG. BOARD TI SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU I/2' GYP. WL BD. — WOOD BASE a m e 2A PIP E PE THROUGH BOND BEAM FIBERGLASS 844INGLE5 OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON 0.58. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE; PER SECTION 905A - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE: 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 615-1 2B GAS LINE THRU BLACK D acALe v -w FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.IJ ON a' O$B. 514EATWING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS (!)GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ FIBERGLASS SHINGLES OVER a30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 4, O.S.B. STIFFBACK AT ALL UPRIGHT5 SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE-ENG WD. TRUSS TT"P. MTL. DRIP EDGE O.N. O.H. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORTS FOR F'RE_ENG, GABLE TRUSS INSULATION R-VALUES PER ELEVATION VEEP SCREED 5/8' GYPSUM BOARD OR I/2' 2x P.T. SECURED PER Hr-A4 STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. I/2' THICK, 2 COAT 1/2' GYP. ILL. BD. PORTLAND CEMENT WOOD BASE 'Cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLP-0 0'-0' FIN. FLR 8' cm L f • �W/ WINDOW OPENINGWINDOW OPENING n TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0' 144i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 w R Y y. 0 v as O 14 SUBDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE. OS/16/18 SCALE: 1/4"=1'-0" SFIEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER'30 FELT PAPER OVER -30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION 1IR905.1.1 PER SECTION R805.1.1 ON J' O.SB. SHEATHING ON J' O.SB. SHEATHING OR k CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. ER PRE-ENG WD.TRUSS-- 24' O.C. MAX. LE 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE—� R-30 INSULATION 77 PER ENERGY CODE FORM. — 2x FASCIA PER/ 2x FASCIA PER -0' ELEVATIONS o.H. 5/8' GYPSUM BOARD ELEVATIONS TTP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED—/ VENTED SOFFIT Ix2 FIRE -STOP SOFFIT / J -4.1 INSUL. REFERENCE REFERENCE I STRUCTURAL STRUCTURAL 6 w J (L WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FENCE STRUCTURAL z 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT GLUED AND NAILED AS PER NAILING 1/2' THICK 2 COATS PORTLAND CEMENT w Q 0- > SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m R MASONRY IX2 FIRE -STOP LEV TION DQ FIRE -STOP — SEE STRUCTURAL 77 SEE STRUCTURAL— LEVA ION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ER LELE VATION IX2FIRE-STOP IX2 FIRE -STOP -� R-4.1INSUL. w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 1/2' THICK 2 CAAT - 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PORTLAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED STRIPS • 24' O.C. DIRECTLY TO 8'CMU MASONRY 1/2' GYP. WL BD. WOOD BASE FIRE -STOP IX2 IX2 FIRE-STOP— R-30 INSULATION PER ENERGY CODE FORM. 5/V GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVA ION R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. 8' cm 1/2' GYP. WL. BD. WOOD BASE 4F n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA W: 0003325 Ir4 0 A F. SUBDIV. 8e LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 moDEL- 4EHB "2605- HAYDEN" GARAGE 317ING: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: v / ivy — SCALE: 1/4"=1'-O" SHEET D2 A -DOLTS 4' EMBEDMENT MIN EVENLY FROM FLOOR TO SECURE 2x4 ON J/ FLAT TO SIX IV C11T NAILS. SDE& 2X& GARAGE DOOR DUCK UV (6) O. X'XS' A -DOLTS 4' EMBEDMENT MIN IIV 2'X2Xj WASHER AND NTT SPACED EVENLY FRCM1 FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLW. 1-2X8 PT BLOCK • CENTER OF DOOR HEADER IW(U)5'X8' J-DOLTS 4' EMBEDMENT III/ 2'X2')di' W48HER AND NUT. o I.:n.ea. I o MANFACT IRE" INSTALLATION INSTRUCTIONS, WERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (21BUCK ATTACHMENT 3 xua:. vrae 2X4= SECURE TO BLOCK W/ ' TAPCONS (MIN. SHANK SIZE .145 MIN3 . HEAD SIZE 00 MIN. EMBEDMENT I Yi ) 8' CMU WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 1F DRYWALL 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4' OR I'X2' P.T. NAILER 2X6Nm SECURED THROUGH Ix4 P.T. OR %X4' MIN. SECURE TO BLOCK W/2-Y** �-STRUCTURAL V.- ❑ SECURE THRU FRAME t TAPCONS TAPCON MIN. I-Yi EXTEND I-Yi INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ V TAPCONS MIN. HEAD SIZE 300 . CMU ❑f(MIN . SHANK SIZE .145 MIN. EMBEDMENT I V) -XI DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' WITHIN 8' OF EACH END ! IS,' O.C. MAX SPACING. 'X4' OR 1'x2' P.T. NAILER WITHIN W OF EACH END 4 2X8� ❑ 18' O.C. MAX SPACING SECURE TO BLOCK W/2-%, 7G•' O.S.B. X 4' MIN. DOOR CASING TAPIC4" (MIN. SHANK SIZE .145 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 8' OF EACH END t ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. V O.C.MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ Y,' TAPCONS OR (MIN. SHANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END ! 18' O.G. MAX SPACIW- 2X&:m SECURE TO BLOCK W/2-%' TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END ! V CM 18' O.C. MAX SPACING. )5' DRYWALL 2X8, ® I'X4' OR 11X2' P.T. NAILER SECURE TO BLOCK W _%. CASING TAPCONS (MIN. SHANK SIZE J45 M. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1/2" inl WINDOW TO BLOCK +1-1/2" `"JSCALE: N.T.S. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1% 6" WINDOW TO BLACK +1-15 16" C SCALE: NLTh. 2X4:= SECURE TO BLOCK W1 Wb' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6Nm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 3is' TAPCONS TAPCON MIN. IY4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8• G'AJ WITHIN 8' OF EACH END t y), DRYWALL 18' O.G. MAX SPACING'' � I'X4' OR I'X2' P.T. NAILER 2X8� CASI NG SECURE TO BLOCK W/2-.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END ! MANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1 �4" WINDOW TO BIACK +2 1/4" SCALE N.T.S. 2X4m SECURE TO BLOCK W/ ' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END ! NOTE: STRUCTURAL 2X SPACING. B' O.G. MAX SPAC MUST BE ON OUTSIDE t MUST THROUGH SECURECUR TO BLOCK W/2-�(s'TAPCON NON-STRUCTURAL V. TAPCONS TAPCON MIN. IYi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMIU MIN. EMBEDMENT 1 Yi) • DRYWALL WITHIN 8' OF EACH END t 'X4' OR I'X2' P.T. NAILER 18' OG, MAX SPACING. 2XS>mo SECURE TO BLOCK W/2-%. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. xom a:n u is®ro nue.ws mo rnr n®Dv DOOR JAMB TO BLACK +3" W +3" E SCALE: T5. 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END ! NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE t 2Xbtm SECURED THROUGH SECURE TO BLOCK W/2-)V NON-STRWCTURAL j(y' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-i 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') e' GT'IU WITHIN W OF EACH END ! )J' DRYWALL 18' O.C. MAX SPACING. 2X8,® Ir-]'X4' OR 17(2' P.T. NAILER SECURE TO BLOCK W/2-�- 2ND 2X SECURE TO TAPCONSIMIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2A2cl WITHIN W OF EACH FEND MIN. HEAD SIZE 300 t 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4') OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" WINDOW TO BLOC +3" F' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t IS' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL V SECURE TO BLOCK W/1-1/4' TAPCON MIN, 1 Y4' TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN W OF EACH END t 18' O.C. MAX SPACING. 'X4' OR I'M' P.T. NAILER 2X8cm ❑ SECURE TO BLOCK W/1-1/4' 7k' O.S.B. X 4- MIN. TAPCONS (MIN. SHANK SIZE .146 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. xo�. w.u•aom rows,urs:oo "or act®X'. DOOR JAMB TO BLACK +3-7 6 6" WINDOW TO BLACK +3-7/18" " SCALE: KTS. 2X4= SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t p10�, STRUCTURAL 2X IS' O.C. MAX SPACINGS.MST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL W&'TAPTAPCON MIN. I-Yi (MIR SHANK SIZE .145 WAONS MIN. S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t Ji• DRYWALL IS' O.G. MAX SPACING. I'X4' OR I'x2' P.T. NAILER 2X8� SECURE TO BLOCK W/I-V4' ' P.T. X 4- MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t rTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Ye) DOOR JAMB TO BLACK +3 3/4' W TO BLACK +3 4" H SCALE: N.T.S.N.TS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.00m L AA #I: 0003325 ti M N U m O V O F C SUDDIV. & Lotil SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL4EHB "2605-HAYDEN" GA1tAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B RINT -1 DATE: 08/16/18 SCALE: 1/4"=1'-0" SKEET D3 PRODUCT APPROVAL LISTING 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 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 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 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 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 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 12/32/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2027 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/13/2018 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngfoup.eom l AA #: 0003325 b y V 0 A O h a aysD:v & Lo1` SILVERADO LOT 3 BLK 11 paoi=T* 04128.001-03111 MODS 4EHB "2605-HAYDEN" OAAAGM BIM90: RIGHT pAOM: PRODUCT APPROVAL LISTING 150 MPH EXP. Dw08/16/18 8CAMM 1/4"=1'-0" 8*13 ' D4 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED, CONTROL JOINT KAW_,E OF CONTROL JOINTS Td BE IMIQED RED TO LATH • S' OIC. MAX ? VERTJ. NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UV SSE RE ONTRROLBE �JOINTO TEMP. DURING INSTALLATION ------- FASTENERS TO BE SPACED 1' OC. MAX VERTICALLY LATM SMALL NOT BE CONTINUOUS TMROUGM CONTROL JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE was iCZ]i��el�[�I➢ }' THICK, EN 3 COAT CEMENT PLASTER WRB LAYER Z, FORTIFIBER BUILDING PAPER APPROVED FETAL LATH FASTETEP .T (VERTJ O.G. MAX AT SUPPORTS URB LAYER 9, STUCCO WRAP OR 1/16' ZIP SH EATMNS SYSTEM fYNSTALLED PER PER ASTM 01"3 PROVIDE 2X4 BLOCKING 1V14 \ PLACED FLAT MAX 6' TO S' PROM CONTROL JOINT U44EN NOTE\ '- CO NTROL JOINT FALLS ON STRUCTURAL SIG L FASTENERS FOR LATH TO BE NAILS OR i / STAPLES IN COMPLRANCE UV ASTM CIB63 2. WIRE TIES TO BE (NO. IS) 0 ID4T6' UARE / 9. DLOLICI'Y, SWOIW MAY BE IN ADDITIONy \ TO WALL STUDS REOUIRED PER PLAN 777= Ol FOLD ILHIIO . R. A ®PaLD OL FOLD tNW4m e PT. a 1 CIQAOV . PT. e I aEAOV a R. C ® ®nOLD T OL FOLD IRIAI0 . n. A 1 CME-40 a Pr. e POLD 46 A ® L FOLD NNFp . Pf. A 7. CPEAOV a PT. e I CIEAIE . Pf. C a TILL PT.. CWe!PT. NI C fOWC1a♦p eo—Urton NLnw4e e eOTTCr® RN(RE WT!! TIaNr OVAL FOLD. N7'II "a art. j' TWC K, 3 COAT CEMENT PLASTER (PRAMA W' 2 COAT Carew PLASTER (crw UM LAYER a, FOltrFIBER BUILDING PAPER mm" O v KICK-C T K AGN001(UM 1XTAWJ NQTEL APPROVED BUILDING URAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEMIS NEED TO 5/C XI' FURL L.GP . BTEYTAPED UATM FORTIBER SMEATHNS. TAPE \ I LATH VERTICAL LAP TO BE P METAL LATM IT URB LAYER O1, STUCCO WRAP 6' I'1M PAPER LAP Lp1 GTILY / WRB LAYER n. POPMEE711 \BUILDING PAPER I I 2 A R L10 SCALE, 1 V2'•1'-47' ® KIC KO UT DETAIL j e rl• \ \ I R�L wrAu Rclotaur FLAORW AT OOTTOM Q IeOCT 4HLL r4teuECTlow LdP': Au VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRNMSKP rEMBERB. THEY SMALL BE TIED BETWEEN SUPPORTS UATH 0JO415-K ri21-rM) WRE AT INTERNALS NOT MORE TMAM S' (22S-MM). AS PER ASTM CI063 1.81 FOR REPAIR OF TEARS IN YARD LAYERS. TEARS MAY BE PATCHED WA4000E WRAP TAPE PER MAN UP SPEC. OR PEEL 4 STICK OR 1/16' ZP SHFAT (INSTALLED PER M NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES k THICK, 3 COAT CEMENT PLASTER FETAL LATH IU B LAYER O. FORTPIBER BUILDING PAPER WPM LAYER '(, STUCCO URAP SIMMS) HORIZONTAL LATH & PAPER DETAIL 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 61, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMIU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS y GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT D L WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS wlBeTaMeeAL eeoae INSTALLATION PROCEDURES SOLOWDobk2L= O"L" FLASHING N.T.S. U.RAP MATERIAL) OVER APPROVED HOUSE UARAP. FLASHING TO EXTEND ONTO PIPE 1. OR LESS PIPE CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE J FLASHING S EP INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REOUIRED TO SECURE PIPE/ WIRE TO FRAMING. 6'xb' SELF -ADHERING MEMBRANE? FLABHNNG (COMPATIBLE W/ MOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADWERING MEMBRANE FLASHING OVER APPROVED M0U8E WRAP. to A4+- TO EXTEND ONTO PPE CUT AND OVERLAP ONE SIDE OF .aJTEP ('2-•'1DIERIIJCs N'EMDRANE WFD LAYER 1 ST7000 WRAP USES LAYER 4, FORTFIBER BUILDS. PAPER FETAL LATH 6'x6' SELF -ADHERING r6MDRANE PLASHING OVER 4N4' SELF -ADHERING MEMBRANE FLASHING. OVER APPROVED MOUSE .WRAP. PLASHING. TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING N'ElMBWME R ABMINS OVER APPROVED MOUSE TRAP. A..ASHINYx t0 EXTEND ONTO PIFE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUBEWRAP AIR NPILTRATION BARRIER OVER SHEATHING ELABTOMERRNC COATING OVER STUCCO/ C.V. FIN18M (SEE TYP WALL SECTION) SECTION PER SECTION 1 EaPlar YIII19 snd Fold-g F_xterbr use of partlerd tenet plecbr .hell comply with ft eppica requimme of ASTM C 926-12A NOTE: ImtW ation of exterior ROOMq wd fremmV IF ZIP SHEATHING SYSTEM IS er I=ply,Mn,ASTMC1063-12A INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES - FIFE PENETRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) LURE LAYER *2 (FORTIF15ER ...... — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING �lT/�7iii�Tl7i OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF—ADHESIVE FLA5HING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-84-1-013, MIN- 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAK 407-7744078 www.abdeaigngroup.com AA Tr. 0003325 i� 'a" 4 a y W Q O F O SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 UODEL- 4EHB "2605- HAYDEN" GARAGE 81/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA 08/16,11, scat E: 1/4"=1'-0" SHEET WA1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD _ INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF DASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP - VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 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 STUCCO ON ALL SIDES, & CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER h, STUCCO WRAP I� HOODED VENT X_ X, }' THICK 3 COAT CEMENT _ PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) (NSTALLED PER MANF. SPEOW OR WOOD SHEATHING WRB LAYER +1, STUCCO WRAP WRB LAYER n, FORTIFIBER BUILDING PAPER WOOD - CCNSTUCTION -METAL LATH a' O U VINYL CASNG BEAD W RAISED BAND V TON HID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASIING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER ( FRAME TO BLO C KI 194molla,J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANIF. SPECS.) SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 L$S. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F_ — — — —) PIPE THROUGH / WALL 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANLF. SPECS.) BUILDING PAPER UNDER 'GIUICK FLASH' rrlFoZlfl EATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION 1AW ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER $1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER la' TO %* MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION 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 WRB LAYER'(, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP *3 1/16' ZIP SHEATHING SYSTEM ONSTALLED PER MANUF. SPECS-) OR WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTIFIBER ErUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER - T O.C. MAX 6'UADE STRIP SELF ADHESIVE FLASHINQ CLEAN MASONRY BEFORE APPLYING V FINISH - MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1. WRB LAYER at, — STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER ry STEP #2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER M, STUCCO WRAP MEMBRANE FLASHING I WRB LAYER -2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774.6078 FAK 407-7744078 www.abdmigngroup.com AA #: 0003325 P q v w 0 4 c F 0 73 SUBDIV. & LOT SILVERADO LOT 3 BLK 11 [I-noJECT# 04128.001-03111 MODEL- 4EHEI "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B *H _ DATIM 08/16/18 SCALE: 1/4"=1'-0" SiIEET A2 WOOD SHEATFIIhk WOOD CONSTRUCTION Wl HAT CHANNEL W/%' TYPE 'X' DRYWALL WOOD SHEATHING WR5 LAYER -1, STUCCO WRAP }' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, STUCCO WRAP AMICO AM66-WFLIC-lW =TOM CASING BEAD WRB LAYER -1, STUCCO WRAP WIRE, LAYER -2, FORTIFIBER BUILDING PAPER }' THICK, 3 COAT CEMENT PLASTER 6' S.". W TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED W SELF-ADNEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW — WRB LAYER -1, STUCCO WRAP — WRB LAYER -2, FORTIF BUILDING PAPER — W SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 4' POSITIVE DRAIN WEEP SCREED NO GAP N FIELD (SHOWN FOR CLARIFICATION OF NOTE: SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS CASING BEAD INSTALLED, PLEASE SEE l0A DTL. ® CANT. MANUFACTURERS INSTALLATION PROCEDURES SCALE: 1 1/2'"1'-[D' NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / A5TM C-84-1-OcJ, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) INSTALSHEATHIE E SIT0 IS HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION IF ZIP SHEATHING SYSTEM IS 5/8' TYPE 'X- DRYWALL WREXTURED 4 PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER WOOD CONSTRICTION RESISTIVE N RESISTIVE -2 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHIw ote vr• n' a+•.an1w rsns+ VAL (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE 01 RESISTIVE 2 }' THICK, 3 COAT CEMENT PLASTER �METAL LATH OR TRi•2ftam eTSTEM fg197611EP_PER_m~. SPECS.) (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER -1 WEATFIER RESISTIVE - BARRIER -2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL k THICK 3 COAT C L-NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LATER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO WOOD SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK DRI EDGE TO DECK I NXI W P.T. OR SIMULATED WOOD (TREX) FILL CONTINUOUS WATER PROOFING let 1 LAYER (2 LAYER PEEL e STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—\ CONTINUOUS Y,' GAP FOR BACKE_g/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TTPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD -� 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Jy MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE nab BARRIER -2 DECK MEMBRANE, EXTEND OVER DRIP OREDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF FACE TO TREX WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER -1 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION x—x—x—x 2x FRAMING MEMBER THICK, 3 COAT CEMENT — — — — — PLASTER CORNER BEAD FASTENED TO SHEATHING m i' O.C. MAX. k� ry k . N 1 WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14A CORNER BEAD @ FRAME 2 1/2" CORNER 5EAD (FASTENER 4 SPACING a CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK Y4' GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD \ WATER PROOFPROOFING.Ist- LAYER (2 LAYER PEE 4 STICK) :OLUMN SHEATHING WEATHER RESISTIVE BARRIER -I '--HER RESISTIVE BARRIER -2 6' SAP. \ -PEEL 4 STICCK -I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT —I & X 3' 26 GA. GALV, METAL DRIP EDGE SET N FULL BED OF SEALANTjJ- MIN. SPACE FROM DRIP FACE TO TREX /— •PEEL 4 STICK SUB FLOOR I JQXI V P.T. OR SIMpILATED WOOD (TREX) FILLER CONTINUOUS Y♦' GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 90 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH }' THIM 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. i Vx3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I JS' X 3' 26 GA GAL V. METAL DRIP EDGE SET IN RILL BED OF SEALANT, X. MIN SPACE FROM DRIP WATER PROOFING Int LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING W POSITVE DRAIN WEEP SCREED VINYL CORNER BEAD J / ISHOUN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T" T+T_ACTTTTT(_1 WOOD SHEATHING WR5 LAYER -R, ; STUCCO WRAP WR5 LAYER 82, FORTFIBER BUILDING PAPER; 7 METAL LATH i }' THICK, 3 COAT CEMENT PLASTER i ro'SELF-ADHERING a , FLASHING DRIP CAP ' WINDOW FLANGE WRB L TER -I, —� STUCCQ, WRAP WR5 LAYER n, FORTi BUILDING PAPER METAL LATH }' THICK, 3 COAT CEh PLASTER \ 6*SELF -ADHERING FLASHING NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED �' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE 15B CASING BEAD @) WINDOW FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA M: 0003325 m to h W V C R 0 J r W 0 x L J axmDrv. ae LOT* SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DAB 08/16/18 SCALE: 1/4"=1'-0" IaHEET WA3 NOTE: IF ZIP 514EATHIWs SYSTEM 15 y. GAP TYP Ij' THICK, 3 COAT CEMENT INSTALLED, PLEASE SEE WOOD SHEATHING MANUFACTURERS cATO TRIM METAL LATH r INSTALLATION PROCEDURES 1X TRIM MEMBER WRB LAYER ry, ® STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIP15ER WOOD SHEATHING BUILDING PAPER WRB LAYER'2, FORTIFIBER SIDING WOOD SHEATHING BUILDING PAPER re WRB LAYER "I, METAL LATH STUCCO WRAP 17777777/7 THICK, 3 COAT CEMENT p WRB LAYER 02, FORTIF15ER g�COOYWRAP WRB LAYER -1, PLASTER BUILDING PAPER Srucco WRAP 6'5ELF-ADHERING METAL LATH CASING BEAD FLASHING L VINYL ANGLED \\(EXPLODED rJ" THICK, 3 COAT CEMENT FLASHING SELFOR PEING LASHING OR PEEL t STICK CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) CASING BEAD DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER M, STUCCO WRAP VINYL ANGLED ` TION— WR5B LAYER -2, FORTIFIBER G:4 BUILDING PAPER METAL LATH GOAT CEMENT PLASTER T� FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15 C C FRAME, W/BAND) WOOD SHEATHING METAL LATH — WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING': BEAD NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHINGx WOOD SHEATHNG WEATHER RFSISTIVE 66MIU R 19 — — WEATF6R RESISTIVE BARRIER 9 9LTT Y�Y&LA SIDING MG 6X uU6'' / / 6 HERM FLASWI SELF-ADHER �- RASHMG ` \ i OAJNIS EATNER PMSISTIVE WmtSTARTER / \� \\ 11JEAT �M&STOVE STRIP BAR0o NOT cAy K OR I 1 \ \ Ole W SELF -ADHERING nFei ncounir. / FLASHING _ GALV'D METAL — _ GALV'D METAL •r FLASHING 'r FLASHING _ IWNYO'OpTRIM 6 MEMBBEERSEAL OPEN111,6 CASING, / \ / NaCD6 MEMBER \ eEAL GAP IIYCAULKING OR APPROVED SEALANT \, SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION J NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER #1 BEYOND TINUCT r STUCCO WRAP �T ER RESISTIVE r }` BARRIER, A DITHER �6IeTIVE WRB LAYER 02, FORTIFIBER Wi6XT1EVEALLAPSODWG / BU I L D I NGc PAPER 6' SELF-ADFe1RNG 1 .:. , METAL LATH STARTER 1 THICK, 3 COAT CEMENT I (Ex PLODEDp ,��� /�� VIEW FOR PLASTER «� WEATH SAARI CLARITY) IY'x TR WOOD _ 6• 4r W 'r 9' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME �._/ ....�_..._..—.____._.... WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/N'e' FLEXIBLE PVC BACKER ROD) 2 -ADFEIi1NG \WEATHER RESISTIVE BARRRER 11 TO LAP 6' MIN. ABOVE TOP OF r FLASHING 49JEATHM 11615ISTIVE FARRER -1 'L WEATHER RESISTIVE / BARRIER 4 / E-Z BEAD VINYL G48IY X 6 SIMULATED I' /lwii' FLEXIBLE PVG \ / TRIM MEMBER BAicKE1e ROD, \ / • SELF-ADHERM 6'SELF-AD4EIRNG FLASHING FF�LA?S14WC>, 9 \ CB'IENT PLACAP WICALLKJW. STER \`� 1 OR A SEALANT UEA,THER RESISTVE ". - ' WEATHER RE&STNE BARRIER -1 CASING BEAD C RAISED DER' iCdtHEIR RESISTIVE E-Z FEARVINYL CASNhY FARRIER 9 (�1�E pE Pvc 17 A BAND ( FRAME) SIDING TO STUCCO NTH I�RESI9TIVE SCALE: 11/2'=1'—O' ® FRAME TO FRAME TRANSITION l� WRB LAYER 1, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY YA' CsAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANTi / TO WINDOW ;:�::METAL LATH WRB LAYER "2, FORTIF15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMINGLj (W/3/e' FLEXIBLE PVC BACKER ROD) I MEMBER .APPLY FULL BED OF SEALANT BETWEEN J BUILDING FLANGE t BUILDING WRAP WRAP -----------------------------------------------------------------------------------------_ �A EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 0 WOOD SHEATHING OR IAA ZIP 844EAT14ING SYSTEM (INSTALLED PER MANI.F. SPECS.) SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 r7 I; e b 0 F a SL78DIV. & LOT SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA E 08/16/18 SCALE: 1/4"=1'-0" SHEET WA4 CUT MOUSE~ AT AS' ANGLE MODIFIED -1' CUT IN NOUSEURAP LIPS O° WINDOW OPENING APPROVED WOL*M AP OVER SHEATNING OVER UD &T D WALL STEP 1 PLASWM OVER NAILM FLANGE JAMBS Ext@D FLASHING MIN I• BELOW SILL FLEXIBLE PLASM DO I'm SEAL BOTTOM PIN a- *A am Roq 7EI14PORAMLY — FOLD -UP I SECURE WOUSV~(OR TUCK R 1P UNDER) at HEAD FOLD HOUSEURAP' IN AT JAMBS I SILL 81.OPE SILL. RO. TO E)(IF7RIOR — \ STEP 2 INSTALL A' SELF -ADHERING FLASHING OVER VINYL HEAD PLASHMG (WITH END DINTS) NAILING FLANGE SeLF-A ERNG SWING FLAASHING I' MIN BEYOND JAMB FLAGW FLASHeAG INSTALL VNTL DRIP CAP STEP "7 ALIGN PLAS"W. ILL, W. EDGE OF HILL RO. MECWANKALLY FASTEN PANNED EDGES.(CAP NAILS, STAPLER) INSTALL DUKMT RAM~ AS h FLASHING AT THE POLD NOUSSWI AP DOWN 4 TAPE DIAGONAL CUT t ACROSS MEAD OP WINDOW STEP 8 PPLY %, IF REALM AMBS AM 1PPLT TO IPD(HU NA LMIGE M 'RE-mJNCI IOLES OR INSTALL 6' WDE AD4ESWE BACKED FLEXIBLE R.ASHM MATERIAL OVER DRIP CAP JOINT(FROTECTO-WRAP 15T-20)d. - EONV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NT5 NOTE: IF ZIF 5I4EAT�41NC:� 5T'STEIl IS INSTALLED, FLEA5E SEE MIANUFAGTUIRER5 INSTALLATION' FIROCEDURE5 I. IT 18 T E CONTACTORS RESPONSMI-l"r TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HO SIS RAP. SEALANTS 4 SELF-AD4ERM3 R.ASHMG MATERIALS USED DutlNG CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS, WRITTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW IIS5 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOIW SHALL 15E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF IIANDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX- 407-774-0078 www.abdesigngroup.com AA A: 0003326 ti w h U O 4y U d C R 0 1xmDrv. & LOT SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 UODEL- 4EHB "2605-HAYDEN" GARAGE swsNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B A DA08/16/18 SCALE: 1/4"=1'-0" WA5 / ✓ 1 \ 1/8' TEXTURED FINISH • WOOD, ✓ ` 'I 1/2' TEXTURED ----------------------------------------- --- - 2x6 SUB -BAND FINISH • CMU i W/I'x4' NOTCH o METAL LATH ---------------------------- + END, WRAPPED INPEEL 4 STICKMETAL FASGIA WRAPD OR �SHEATHINCs WRB LAYER M, DRIP EDGE 1\ STUCCO WRAP(FRAME ONLY) I Ali. WRB LAYER n, FORTIFIBER l/8' TEXTURED I \ 1/8il BUILDING PAPER (FRAME ONLY) FINISH is WOOD I \\ 2x� Sue a "T ROOFING CEMENT 1 11/1/2' TEXTURED j \ \! FINISH ® CMU / \ DRIP EDGE ` METAL FASCIA \ WRAPSTUCYs'FROM \\, METAL KICK OUT © PLAN B \ a WOOD WALL \ \\ x�EXTERIOR WALL \ \\ (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 \ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ �\ \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL Izlzl 1 rlrzz _ NOT INTO STUCCO) 11/8' TEXTURED FINISH m 1/2' TEXTURED \ `\\�\ \ /WOOD, FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ® L VAI ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS rc'-8' O.G. MAX. 2x SUB -BAND WN4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ca? WALL SUB BAND DETAIL 0� WALL W/KIC K— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAU 'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING: FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l1 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 J m m 0 h O c 44 W i O oil o L A stmDIV. 6e I.OT• SILVERADO LOT 3 BLK 11 11pnoJECT# 04128.001-03111 UODEL• 4EHB "2605-HAYDEN" GARAGE STING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 81 D � 08/16/18 sCALE: 1/4"=1'-0" S ICIMT dV A6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, EIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #SS 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.530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 WIA4 W1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FWTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's - (+)0'-0" FM46xi8 16" CONTINUOUS 18" - (2)#6s +)0"A" FM-20XIS 20" CONTINUOUS 18" - (2)#5's (+0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5's #5 IN CURB VARIES CW-12x12 12" SEE PLAN 12" - (2) #5's +)0"-0" CWC-12102 12" SEE PLAN 12" - (2) #Fs #5 IN CURB VARIES F-24x24 24" 24" 1 Z' (2) #55 (2) #Ss +)0"-0" TEA 8" SEE PLAN 8" - (1) #Fs IPR0".4" FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774AO78 www.abdesigngroup.com L AA it. 0003325 14 .4 y ft Ql F A axmDIV. at LJOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODELc 4EHB "2605- HAYDEN" GARAGE SIFMG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B Dom' Os/16/1a SCALJC: 1/4"=1'—O" SHEET S1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEUREINFORCING IN GROUTED } STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND 3 YaY SPACING REOUIREMENTS ¢ ¢ Y m w SPACING REQUIREMENTS I m ff lo° I ° T`- GARAGE DOOR zu�l ¢W O U, I RECESS LA I ccr cc CL CO ¢ > FM 5 ¢ 1 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS BAR I w = 8+ O o ° °I IN FOUNDATION WITH Nr LEG EACH ,y +- 0'-0` +- 0'-0' TOP OF SLAB °° p WAV AT AlL CHANGES IN DIRECTIONS I ° SO THAT THE STEEL REINF. IS CONTINUOUS O Yi1 - - TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4"CHAMFER (I -STORY) 16" . EXT. PORCH SLAB -VARIES ° SEE SLAB SCHEDULE TOP OF GARAGE 4^CHAMFER (°I ` ILL CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE N 7p, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) JOINT (WHERE e #4 24" W/ 1/2" ISOLATION (1STORY) 6" CHAMFER (2STORY) APPLICABLE) z SEE SCHEDULE #5 30" JOINT (WHERE!r APPLICABLE) Z EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE 36„ FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3. PROVIDE 2 BARS), LINO #7 42" N ^ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=V-a 2 SCALE: CORNER BARS DETAIL DOOR OPENING Qa GARAGE 3 4 — ' SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SVP No 2 STUDS SEE w � a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > m NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O IL SECURED W/ 2- PART TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO ¢ S EPDXY. MIN. EMBED a I PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY J Q 8", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. Q O FOLLOW ALL MANE AND TOP PLATE ANCHORS W/ h ¢ SPECIFICATIONS FOR 10d x 1 1/2"COMMON NAILS m USE AND FILL%3 L HOLES, DO NOT USE 31/2" DIAMETER CONC. FILLED STEEL PIPE 6x6 METAL PLATE F PREPARATION OF (D HOLE. Z ¢ w w ¢ SEE SLAB SCHEDULE ¢ w ¢ ¢ ¢ SLAB SCHEDULE BASE W/ t/2"x8' o O -�. w +- p• 0' > +- 0'-p" [SEE ANCHOR BOLTS QO TOP OF SLAB ° , TO P OF SLAB 4" CHAMFER (1-STORY) �- m° 6" CHAMFER (2STORY) a ' 4 ° EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO K_,__�INTERIOR CURB FOUNDATION WOOD WALL o�INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 SCALE:3/4"=1'-0 (W/ UPLIFT) O SCALE:3/4"-l" (NO UPLIFT) �OLLARD 5 6 SCALE:3/4"=1'-0" SCALE: 3/4"=T-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/SVP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB 0d WMASONRY NAIL >d> F PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ ¢ ,L m� - a ¢a O O 8" CMU WALL oZ ... POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE _ ° - TOP OF SLABto' 2X WALL FRAMING +- 0'-0'SLAB a SCHEDULE 1/7 DIA. USP 726OSD BOLTS 5" TOP OF SLAB ro MINIMUM EMBEDMENT INTO _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° '° CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX • ! L.�.—� POURED MONOLITHICALLY WITH ° „ ------ FOUNDATION AND SLAB SEE SCHEDULE " ° SEE SCHEDULE FOR WxD, BAR SIZE s FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO (D,__�INNTI�E�RITOR:FOUNDATION 3/4"-V-9' (NO UPLIFT) ,,, FOOTING AND COL. PAD BLOCK WALL CONNECTION CONNECTION ,,, SCALE: 3/4"=1'-0" '-0" I I SCALE: 3/4"=100 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a btlesigngrou p.com AA 4: 0003325 h 0 h C R O sVBDIV. ee LOT SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL: 4EHB "2605— HAYDEN" GARAGE SNY MG: RIGHT PAGE: DETAIIS 150 MPH EXP. B DA 08/16/18 SCALE: 1/4"=1'-0" siiEET S1.1A STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING GROUTED MIN. 10" T EAD W/ i" NOSE � a ^ i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o j 8• CMU WALL PAVERS Y4 REBAR (TYP.) O ¢ t 8"CMU WALL - 0'-0' �. TOP OF SLAB Zg a 0'11' �. TOPS CH RADIUS OR CHAMFER Q ft O o' w ¢ ¢ j SEE SLAB SCHEDULE m w a U ¢O m SEE SLAB SCHEDULE w O e° <. T Pp' . TOP OF SLAB LU I—° x Q ��FOR SEE SCHEDULE WxD, BAR SIZE AND BAR QUANTITY LA— ai ¢ a O • < • a tAND g EE SCHEDULE _ m c9 EQ. EQ.ULE FOR WXD, BAR SIZE 'k SIZE AND BAR QUANTITY NTITY TRENCH FOOTING EXTERIOR STAIR DETAIL '—,INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 ,- G `� � AT ALL PAVER AREAS SCALE: 1/2"=i'-0" SCALE t/Z'=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC 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 SLAB W/ PROVIDE DBL. TOP PLATE 1/Z'xY' WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 5-112" EMBED. MIN. CD 16" USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 1 Odx3" SEE SLAB SCHEDULE .- 0.-0. TOP OF SLAB �• a SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY r��INTERIOR FOUNDATION WOOD WALL `� SCALE: 3/4"=1'-0" (W/UPLIFT) so 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 h v 0 V y G eF C mm R 9UBDIV. & LOT0,44 SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODE1. 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE- 08/16/18 SCALE: 1/4"=1'—O" SHEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" - V-0" 144i N. RONALD REAGAN BL LONGWOOD, FL 32750 PN: 407-7748078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 h L4 Et m yO U V O F L�. N W f 0 w a� SUHDIV. ac LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B Im. 08/16/18 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BONG BE TIE VERTICAL REBAR 1A TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM N VARIES PER ELEV. N dal T I ° CL Q p CLEAN OUT REQUIRED ¢ FOR INSPECTION m 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DWI Z_ ¢ #3 18" #4 24" m U #5 30" #6 36" #7 az HORIZONTALNERTICAL REINFORCING &--CALE'3/4bI'-(r Em�Mlllli �I��11 Am OFFSET METHOD CONTINUOUS BARSZE 48 BAR DIA METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING #6 346" 2 #7 az' SCALE: 3/4"=1'-0" J VARIES PER ELEV. #5 BARS o CMU UNIT DIMENSIONS Q ro ARE NOMINAL SIZES O0/ MASONRY SYMBOLS )K' 3 SCALE: 3/4"-1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 w .abdesigngrouP.com AA #: 0003325 h m O �C y G Iq 0 t L mm F 9VHDIV. ac LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 uoDEL 4EHB "2605-HAYDEN" GARAGE S'WMQ: RIGHT PAGE: DETAILS 150 MPH EXP. B DA08/16/18 SCALE: 1/4"=1'-0" SKEET s1.2A --2 an_, M12Cewleli*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)1 Od x 1 172" HDG NAILS. SMALL JACKS < T MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 (,V). 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 'x 2 7/8" LONG, WITH WASHER @ 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK (D (2) 2)(8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (ft W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x16 (1)95 (1)#5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 (1)95 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR f00TjMA SAFE GOAD tiwr-6MA I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 3'4r (42") PRECAST 2231 4'W (48') PRECAST 19S6 4'4T (54') PRECAST 1_ 64' (64-) PRECAST 1217 5-10' (70') PRECAST 1062 6'4' (/8') PRECAST we T-W (90") PRECAST 743 7 4- (1127) PRECAST 664 W-W (128) PRECAST 475 11'-4" (136-) PRECAST 362 17-W (1447 PRECAST 337 13'4' (1801) PRECAST 298 W-0" (168-) PRECAST 279 14'4Y (1M PRESTRESSED N.R. '16'-O (184') PRESTRESSED RR IT-4- (ZOS') PRESTRESSED N.R. 19'4P PT) PRESTRESSED NA 21'-C (258") PRESTRESSED NA 2r-W (MC) PRESTRESSED N.R 24'-W PRESTRESSED Ioo�mmm Cml��lOmlO I00�®mom m�oomov �0mmo�ov ®�000v 0�r7lOml00m ®OODm �movo�v COC�0C0■"'- Cllt�O Om�O�m omm000� vom0o�v oom0mov (QO(O(O(Q�0 O(O(O(O(0�0 O(0(0(�(Ol0(0 OCDCD000C0 CO(Oml0000� N.R 1a i& 4 a iFam-F 1002 1 tat (R) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS LENGTH LENGTH 34r (42) PRECAST 1025 1024 1598 I 3'4r (42') PRECAST N-W (48-) PRECAST 765 763 13DO 4'4T (48') PRECAST 4'-8' (5W) PRECAST 592 591 1073 R-Ir (54-) PRECAST 54' (64-) PRECAST 411 411 745 54' (64) PRECAST F-10' (70-) PRECAST 340 339 616 5-10' (M PRECAST S4r (78' PRECAST 507 721 490 6'4f (76") PRECAST T4i (9(r) PRECAST 424 534 353 Tor (90") PRECAST 9'4' (112) PRECAST 328 512 230 94' (1127 PRECAST 104Y (125') PRECAST 254 401 ISO 10'-8' (128-) PRECAST 114- (138') PRECAST 260 452 154 11'4. (138') PRECAST 17d (144-) PRECAST 2" 402 137 17-W (/44-) PRECAST 134" (16n PRECAST 217 324 110 lIN-C (16(r) PRECAST 14'4T (1687 PRECAST 205 203 100 i*-W (168-) PRECAST 14'41' (176') PRESTRESSED NA. 294 91 14'4(176) PRESTRESSED I&W (184-) PRESTRESSED N.R. 259 83 154- (184-) PRESTRESSED 1T4' (208-) PRESTRESSED N.R 194 64 /Ta' (208' PRESTRESSED 19'4' M2) PRESTRESSED N.R. 148 52 194" Mn PRESTRESSED 21'4' (258') PRESTRESSED N.R. 125 42 21'-4' (256') PRESTRESSED 274T (M) PRESTRESSED N.R. 116 40 274T (254) PRESTRESSED 24'41" (288') PRESTRESSED N.R. 91 1 33 1 2A-W Mn PRESTRESSED (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE 4: 16-0126.03 0 -------------------------- FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4"- V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77443076 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 R m q t a W y O eF C 8UBDIV. de I.oT: SILVERADO LOT 3 BLK 11 PROJECTTy4 04128.001-03111 MODEL' 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B D TE 08/16/18 SCALE: 1/4"=1'-0" 319EET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8-Z 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL REINFORCING (1-2) 4ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND p -1#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST V TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8"z16" BAR 30" It S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 95 CORNER W/ LAP FOR EACH COURSE OF BOND BEAM IN FORLINTEHE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OFT gg / A � F 10, 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. y8x16 VERTICAL REBAR W/ 10" HOOK 4 DBL. TOP OF #5 BAROND BEAM W/ BOND BEAM P��� (B 6 EACH COURSE BYO • LNG 8xB BOND BEAM TOP OF • W/ (1) #5 BAR BOND BEAM OY�� / GROUT 30" TYPICAL .(�.0� U UNFILLEDFILLED GROUT SOLID FROM TOP BYO NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH //�� # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 6-1 T/1 M/ B LIx8 PRENTEL W/(T C S #5 BARONCRL2 E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY CORNER QQ' HEIGHT # OF #5'S, TOP 8 OPENING - 2" BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 1 THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Ll) REFER SCALE: 3/4"=1'-0" AND XFXX - IT/OM/GB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-0/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT ASSHOWN Six, 2x6APCON (MIN2X3)MINS PRE -CAST = SHANK OR DRIVE PIN (MIN SHANK OR WINDOW SILL SIZE.145 MIN HEAD SIZE -300 MIN EMBEDMENT 1 1/4'I8" - SLOPE FROM EACH END AND 18" N 1-i/4" EMBEDMENT 0 _ 2.8 (MIN 2 X 3) 2.9/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqlN SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 1/41 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPERANDLOWE#5 MIN, REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W! 7/16" OSB SHEATHING STANDARD ACT HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 3!4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL 60 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER t\ BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF ELF P FILLED CELL BOND. BEAM a II I II I u II I�8x8 II CMU PIER PROVIDE 15 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA >'OW3325 W v m 0 m Q ti O SUHDIV: & M SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL- 4EHB "2605- HAYDEN" GARAGE SITMG: RIGHT PAGE: DETAILS 150 MPH EXP. B ARCFATECT- ST OF ]DATE: 08/16/18 scALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 (4-). 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 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 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 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 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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 MARK SIZE 8. BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6(3 Yd'z5 Y")SYP. PAU46 W/5/8"DIAx5" WD-1 PT., WOOD POST EXP. BOLT 553.tA U: G:1 GIRDER TO CMU WALL WASP LOUM28-2 W/(4)A'x4" WEDGE BOLTS AND (4) WS3 WOOD SCREWS TO GIRDER 3 n n� n n u n 11 11 n n u I nn n n n u II II II II II II II II II II II II II I'°1 III II II II II uu n n n n II II II II II II II II II II II II II II IIII 11 11 �� 11 4 4— —N— 4— ff —H— ff —fHl .... . �I— n n n n n n n � 1 � u 4 II II II II II III'IIIII-WLW II IIII II II II II 4 / 1 11n n n n n $YFlNQ21 '� IIII II II II II II II II II II II 2X'4 ' II II II STRS@ II h 1 O.C. n n n u n 0.2 n u n n n n ST S@ SYP WDN; IIII II II II II 2-PLY 1 O.C. G: 4922 LBS III I. I I .. I 2-PLY IIII II II II II G: 5326 LBS 4 11 II II li 1. DDF 7,�i BLTU1I 1— ____—_— _31 __--- II II II II II II II II II II -. 4 = II 11 11 11 II �� II 11 11 II T"' 3, II II II II II II II II II 10E I. .. I u I- u n I1!1n .1 a II _ II II _II II II II _II II _II TED� 2FLOOR 11 II II II II I 3', I II II II 1! � I II �� 11 11 11 II II 11 11 11 11 ___ __ II it II II II II II II II II 11 11 11 11 11 11 II 11 II 11 II II II II II II II II II II 111 II II 11 11 11 1 ,D 1-PLY �� g �� 11 T 11 n n ,0E n II II II II II II I ' I II II 345 LBS 10A 1 11 11 11 1 1 11 11 11 11 11 709 LBS n n n a n n FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" i N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.eom AA #,. 0003325 #1. b h V N R to m O F m tm. StMDIV. 3e LOT: SILVERADO LOT 3 BLK 11 PROJECT#j# 04128.001-03111 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B Dpnrr -1 A08/16/18 SCALE: 1/4"=f—O" SHEET S3 A-USP DTC TRUSS ANCHOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 10d x 1 1/2" TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x6 CURED W/(2)16d JLV. COMMON NAILS. SECURED W/ 10d ,LV. COMMON NAILS I MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) TYPICAL TRUSS/ is I 1c GIRDER CONNECTOR(S) SCALE: 3/4"=V-0' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS SB" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) led TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3/4"=1'-0" (NO UPLIFT) O w- -NOTCH DEPTH 1/4'D w - HOLE EDGE>5/8" M.D DIAMETER OUTER 1� < SPAN ONLY H — ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (16) 10d x 1 1/2' NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2)16d GALV. COMMON NAILS. MASONRY BOND BEAM 1x2 SECURED W/ 10d GALV. COMMON NAILS SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4'k6" WEDGE BOLTS AND (12) WS3 SCREWS (B) USP USC"" WITH (2)3/4"x6" WEDGE ANCHORS AND (8)16d NAILS (C) USP USC"" WITH (4) 314-x6" WEDGE ANCHORS AND (8) led NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS 12 O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT =10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT =12543 LBS (4 WEDGE BOLTS) 2a 2b 2c TYPICAL ROOF SCALE: 314"-V-01' GIRDER CONNECTOR(S) BTM.- PLATE STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" EDGE>5/B" HOLE DIAMETER <3/5"D DBL. STUD (_,_`�GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4"=1'-0" Iflmum"m i��lmm'' � . ., mr ImImmo-mIomm A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) led VALV. COMMON NAILS. FL#17232 8 - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE -BOLT, S' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 C - USP THDH26-2 G < 2400 LBS, U < 2660 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) led GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G <4800 LBS, U <26M LBS W/ (4) 3/4"OUSP WEDGE -BOLT, 5" MIN. EMBED (36) led GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4) 1 /4" x 2 114" TAPCONS TO CONT POURED LINTEL # 19W UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 IW 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"=V-0' 6 NOT USED 5'EDGE CENTRAL SPACING SPACING SEE SEE T G BIA'L. - CHEDUL SCHEDULE SEE F AMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE ci w 61/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD - Z LAP A MIN OF W-W. m 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER Z THAN 6"O/C. °D 5. IN LIEU OF HILTI PAPS, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _ PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CENTRALSPAC#1G A DOUBLE 2x8 1/2" 8" O/C IV, O/C B DOUBLE 2x8 3(4" 8" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 11. O/C D DOUBLE N10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 1V` O/C F DOUBLE 2x12 3/4" 6" O/C 1 12" O/C 810 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No-2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ IV-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-EN&D TRUSS SCALE: 3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 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 RT76A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"-V-0" 1441 N. RONALD REAGAN Bl LONG WOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdes)gngrouP.com AA #: 000332b rn 0 0 4 y W ZE O �0 suBDIv. ae 3LoTcl SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL" 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DAB 08/16/18 SCALE: 1/4"=V-0" SHEET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALLll� EACH TRUSS W! (3) t6d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=V-0" USP LFTA6 W/ (16) 8d COMMON NAILS 2z STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. PLATE STRAPS W/ IOd x 1 FLOOR TRUSS OR 112"HDG NAILS FL#17239 GIRDER TRUSS WALL / FLOOR FRAMING, �,,� TRUSS PARALLEL TO WALL DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION N O, PER ELEVATION N 1X2 FIRE -STOP NI #BWOOD SCREWS x 2" LONG 3" O.C.; STAGGEREDD OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN USPA3 EA, TRUSS /4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING S ON EXTERIOR WALL #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI ASSHOWN IM IllIR11 - DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND e" FROM NI REINF PER PLAN END W/ MIN 5-1/4" EMBED. FLOOR DECK PER ELEVATION 0 o NAILINGPATTERN 0 UU �� PER ELEVATION57 24" MA PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2FIRE-STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1 Od @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER AND 1 Od @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI 2„q gLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4)1fid STRUCTURAL SHEATHING OP 2X4 SUPPORTS BT. PLATE BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN OF 2ND FUR) 3W AS SHOWN n( 2x4 BRACE @ 48" O.C. w/ (5)12d 1'4' MIN. FROM 2ND. FUR. FLOOR DECK IN NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX @ BT. OF FLOOR TRUSS 8" CMU WALL REINF PER PLAN AT IG' O.C. AND 8" FROM INTO BLOCKING SHEATHING2X6 IS FNAI NAILER) END W/ MIN 5-1/2' EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION N Z NAILING PATTERN ul 3 m�o 4, *w PER ELEVATION PER ELEVATION PER ELEVATION 2X41. T. CEILING 24" M PRE-ENGINEERED WOOD GRUSSESO(SEEOD NAILER W/ FLOOR TRUSSES (SEE FLOOR FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS @12"O.o. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 @EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAMREO. BOND BEAMREO. TRUSS(VERIFYW/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USPHTAI6@32 O.0 TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W/TRUSS SECTION DETAIL FL#17680 TO EXTERIOR WALL PLAN) FL#17680 AT PARALLEL/ PERPENDICULAR , SCALE: 3/4"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED c V SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS i 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 41�-BL O.C. 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING G TRUSS RYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U <1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 1Od GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. t6d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 1 Od GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING ♦ USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL BD. o AND TOP PLATE ANCHORS W/ 1 Od x 1 112" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @EACH FILL ALL HOLES, DO NOT USE 70dx 3" 1/2"x9" WEDGE ANCHOR WIZ' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ IF' (�,� 10a 1 0b 1 OC OC MAX. SCALE: 3/4"=l'-0" GABLE END BRACING W/ PRE-ENG A GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" d A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 • ! 8 - USP HTW-20 U <2045 LEIS W/ (20)10d VALV. COMMON NAILS. FL#17244 C . USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8—A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 TO �a �V SCALE: 3/4"=1'-0" POST SLAB CONNECTION A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 GA 3,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774 3078 FAX: 407-774-4078 www.a bdeafgngroup.com AA M. 0003325 N, y 0 G m O F O SXMDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL: 4EHB "2605—HAYDEN" GARAGE SNVMG: RIGHT PAGE: DETAILS 150 MPH EXP. B I )A E: 08/16/18 SCALE: 1/4"=1'-0" SHEET S3.1B SECOND FLOOR PLAN SCALE: 1/4" =1'-0" 1441 N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdmigngroup•com L AA R: 0003325 rq m y V O Ca b Q [(. SUHDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL.: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B DATE:08/16/18 SCALE: 1/4"=1'-0" SI;EET S .q a>. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. BTM. LAP TO OCCUR OVER STUD 3/4" DIA. x 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O.C. 4" MIN. GONG. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x Z WOOD OR 1/7 PLYWOOD g FILLER(S)NAIL ALL TOGETHER a W/ 16d COMMON NAILS, w 2-ROWS, 6" O.C. N SHORT 2x STUDS BETWEEN HEADER ABOVE AND lk FRAMING DIRECTLY ABOVE WINDOW I rs] SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END a SIZE AND QUANITY PROVIDE I WOOD FILLER(S). Q NAILS ALL TOGETHER W/ i6d COMMON NAILS, 2-ROWS, 6" USP RT16A W/ 10d x 1 112" O.C. GALV. COMMON NAILS, FILL USP SPTH6 TOP 8 ALL HOLES BOTTOM STUD PLATE FL#17236 V-0" MIN. TOP PLATE SPLICE TIES W/ I Od x 1 1/2" GALV. AND NAIL W/ 16d COMMON COMMON NAILS FILL EVERY NAILS, 2-ROWS, 4" O.C. HOLE. DO NOT USE 3" LONG yM [a NAILS FL#17244 a r DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6" — — 2x6 BLOCKING FOR SHUTTER O.0 INSTALLATION. PROVIDE 1/2" N o N o PLYWOOD FILLER(S). NAIL cp ALL TOGETHER W/ 16d - COMMON NAILS, 2-ROWS, 6' O.0 2s17s 200's (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SINGLE BTM. PT PLATE LAP TOP PATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. I' I I I I III I I NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS Li IU hull ��ull IIW�� II IU' HEADER SZE EACH END OF HEADER SPAN (2)2x6 (3)2x6 (2)2z8 (3)2x8 (2)2x10 (3)2x10 (2)2x12 (3)2x12 SI`WVACNO®16'O.G STD SPACNG®2t' O.0 BTM. MEMBER OF TOP 0 2 ft 2 2x4 2 2x4 2 2z4 (3) 2z4 3) 2z4 SPAN KINGS SPAN KINGS Lill PLATE SPLICE MUST LSTA72 W/ 1063" GALV. COMMON N 2x6 (2) 2x6 (2)2.6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (3) 2x6 0 - 2 R 1 0 - 2 fl 1 OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 2x MID -HEIGHT BLOCKING 3 - 4 ft 2x4 2z4 2 2x4 2 2z4 2 2x4 (3) 2x4 (3) 2x4 4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS a 2x6 2x6 2x6 (2) 2z6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 3 -4 fl 2 3 - 4 fl 2 i) 2x FLAT TOE NAILED TO TYP. ONLY FL#172- ( W/ (2)16d NAILS EACH END JACK STUDS 5 - 6 R ¢ 2z4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5 - 6fl 3 5 - 6fl 2 O 2.6 2x6 2x6 2x6 2z6 (2) 2x6 (2) 2x6 (2) 2x6 7 - 8 ft 3 7 - 811 3 2x4 2x4 2x4 2x4 2 2z4 2 2x4 2 2x4 2 2x4 7-8ft (2)2x6 9-tOR 5 9-tOfl 3 EE SCHEDL w 2x6 2x6 2x6 2z6*2x62x6 2z6NDER �OR It TUDS9 - 10 R U 2z4 2za 2x4 2z4 2 2x4 2 2x4 10 - 12 ft 5 i0-12ftEADER 2x6 2x6 2x6 2z622x62x4 x4 2x4 2x4 2 2x4 2 2x4 SEE SCHED 10 12ft 2x6 2x6 2x6 2. 2x6 2x6 FOR # FULL HEIGHT .: 2x BTDD6 TYPICAL EXTERIOR WOOD FRAME 34^olAx8"MINEXP. oLTwii m r7'), WALL CONSTRUCTION DETAIL 4" 3X3 OVERSIZED WASHERS PLACED 4" 32, MAX I SCALE: 3/4"=1'-0" TYP. TYP. P 4 32"O/C6"MIN GONG -EMBED. I". c menur_ 16" MAX. 16" MAX. PROVIDE STUDS@ ��TOGSTUDS —NAIL STUDS CORNERS LAP TOP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d @ 6" O.C. 12d @ 6" O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ "ROOF/WALUFLOOR SHEATHING CORNERS LAPTOP FASTENER SCHEDULE" PLATE MEMBERS 16" MAX. PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl PROVIDE (3) STUDS @ EXTERIOR MASONRY / WOOD CORNERS LAPTOP 2 CONNECTIONS PLATE MEMBERS SCALE: 1 1/2"=1'-0" NAIL STUDS 1/2" DIA. USP 725OSD TOGETHER W/ BOLTS 5" MINIMUM 12d @ 6" O.C. EMBEDMENT INTO GROUTED 1/2" DIA. USP 725OSD CELL, 4" FROM ENDS AND BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE 16"O.C. VERTICALLY MAX EMBEDMENT INTO GROUTED "ROOFM/ALUFLOOR SHEATHING CELL, 4" FROM ENDS AND FASTENER SCHEDULE" /�O NAIL STUDS 16" O.C. VERTICALLY MAX VJ TOGETHER W/ 12d @ 12" O.C. B A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.mm AA #: 0003326 F m y 0 h O F OF Y SUBDIV. & Lo SILVERADO LOT 3 BLK 11 PROJECT* 04128.001-03111 MODEL" 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B jf DA� 08/16/18 SCALE: 1/4"=1'-0" BIKE= S4.1A 2•}9" J 5,-6" 91_2" 20'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" =1'-0" 1441 N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 i b y m 0 y c F O mm F SUHDIV. de LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL• 4EHB "2605- HAYDEN" GARAGE S`I MG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B DATE:08/16/18 SCALE: 1/4"=1'—O" 3*lEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA Wl (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 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 PBS36, .177" "x 2 7/8" LONG, WITH WASHER @ 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 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK Q (2) 2X8 BEAM SCHEDULE 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 (0) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1) 65 (i) 45 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1) 85 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT E_ .m 3'-6" (42") PRECAST 2231 4'4' (48') PRECAST 1888 4'$ (54-) PRECAST 1699 94- (64-) PRECAST 1217 5-10' (/0') PRECAST 1062 94' (78') PRECAST 908 T4' (99) PRECAST 743 94' (112) PRECAST 654 194' (128D PRECAST 475 114' (138) PRECAST 352 174' (144') PRECAST 337 IV4- (169) PRECAST 296 14W' (161P) PRECAST 279 14'4' (176') PRESTRESSED N.R. 1S4' (164') PRESTRESSED N.R. 1T4' (20B') PIffiSIRESSED N.R 194" V'27) PRESTRESSED NA 21'4' (251r) PRESTRESSED N.R. 22'-0' (264) PRESTRESSED N.R. omovoom ��mm0001 0mmv�ovl 000�©o� 0®omoom 0®OmOm O��ODmO �oo�v©mv oommo�v oommmmo ®00i�0�0 000�000 000�000 0��0000 0000000 0000�00 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 3'4' (42) PRECAST 1025 1 1024 1 ISM 4'4' (45") PRECAST 765 763 1309 4'4' (54-) PRECAST 592 591 1073 5'4" (64-) PRECAST 411 411 745 F-19 (79') PRECAST 340 339 616 V4' (75') PRECAST 507 721 490 T4' (90D PRECAST 424 1 534 1 363 94- (112-) PRECAST 326 512 230 194' (12n PRECAST 284 401 ISO 11'4- (138D PRECAST 250 452 154 17-0' (144-) PRECAST 244 402 137 IT4' (160-) PRECAST 217 324 110 14'4' (16n PRECAST 205 293 100 '�. 14'4' (176-) PRESTRESSED N.R. 284 91 164' (184') PRESTRESSED N.R. 259 83 1T4' (208D PRESTRESSED NAIL 194 84 194' (232) PRESTRESSED NA 148 52 21'4' (256) PRESTRESSED N.R. 125 42 2r-C (264) PRESTRESSED N.R. 116 40 2f-0- (269) PRESTRESSED I N.R. I 1A . 460 651 BN lard I. 124'-0' (2W) PRESTRESSED (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT Y-W (42-) PRECAST ,w 2w 304 43W I= aim 70m 4'4' (48") PRECAST tags 2m6 3080 3915 46M SIX sm 1385 2aa6 3080 —5 — 63a5 mm 4'4" (541 PRECAST ,2,n 2010 2707 3m 4043 4711 am Im 2a40 2707 3T7S 4043 4711 5m 64' (64') PRECAST 1018 171 , 2278 2838M 3388 3381 4622 laid 17/b 22M 28M 3388 =I 4522 5-19 (7(") PRECAST IN /587 2593 3107 36m 41M an 166/ 2050 23W 31V 35m 41M S4' (Tn PRECAST 1 e96 ln2 in'! — 2a23gnmi TM 37121 T$ Mn PRECAST 727 im 1824 2Mb 2428 2827 3220 94- (112-) PRECAST mi mfi „ 1474 ld, 2/67 260D 6d1 m 1318 Im 1888 2281 261d 194' (1287 PRECAST 530 676 916 11N 1 2011 No 005 1180„ %72 170 2065 2VA 11'4' (IW-) PRECAST V4 !AI m0 1Ri7pp 1P 151 1r41 481 807 1042. tm Im 1915a 2107 17-W (144') PRECAST tm 458 m wd II 1 Im 4m 66a I G0 1812 Imam Isle- 2a16 lT4' (1501 PRECAST 4/8 388 807 745 904 1143M 1323 428 480 1 790 w 1150 14l&m 10441 te67n 14'-0' (16BD PRECAST 394 360- 600 rat AN t I= 410 426 717 4, ta69 , , 1807 14'4' (176-) PRESTRESSED 239 246 m 305 520 m m ON 66 m / we 151 1131 17M 194' (184-) PRESTRESSED 2M 28D 313 ]65 406 616 627 805 70 i QH , 1064 1658 1T4' (208-) PRESTRESSED 1n m2 z63 m 406 afi fW br 7,0 eafi 1 76e 127, m ,m 19-C (232') PRESTRESSED I& 1" m 203 3N 420 447 ea3 547 $41 647 1 747 1227 21, .. (2667 PRESTRESSED 142 W4 333 180 6M 656 1a 232 m 637 rn 806 1016 22'-O' (284') PRESTRESSED 1A 707 20,1376 452 WAII 6a0 IV 223 368 4 W WMI W W 2N-T (288-) PRESTRESSED 124 1 179 257 342. 416.1 402 567 (6) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE WALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE s: 1"126.03 t t ♦ SF76-1T/OM/OB SF76-1T/OPA/OB E '4 i i %y i O GT 8F16-lT/OM/OB y i i d i d� t d i 4P d t i t 1 % d % d ddd U.N.O. PROVIDE BB2 WHERE t ROOF TRUSSES BEAR, t i y d TOP OF WALL EL 1&-8" i t i i q , % d a i t i %*, dd t �♦ i dd i i dd I I ♦ ; ♦` i i i i d � i d .✓ � 1 d d ,% t i ® d d �. t i dfd,, � dd,t fAd d'ro� � v q i d GT % i i d t Io — IF d o SF16-1T/OM/OB t r .W� ddd ��� t 2.1 i d 8F76-lT/OM/OB 8F16-iT/OWOB 8F16-lT/OWOBMOM 'o f i I id ------------------------- J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 F W y U 0 y O L W K x O 8xmDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 ti[ODEL' 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B F-PIUNTDATE: 08/16/18 SCALE: 1/4"=1'—O" Slim= s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d 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) 10d x 1 112` HDG NAILS, WOOD TO WOOD: USP FIT 16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 (4"). 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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 MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 Yi'x5 Yz') SYP. PAU46 W/5/B" DIA x 5" WD-1 PT., WOOD POST EXP.BOLT 5/S3'1A 2 PLY U:-2072 G: 3113 2 PLY U: 1500 G:3800 ROOF FRAMING PLAN SCALE: 1/4" = V-0" 2 PLY Ur2040 G: 3084 u:-9oo G:2100 1 PLY U: 1050 G:2600 1441 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.corn L AA 8: 0003325 F y U 0 y 0 F iLL - N W Q a SUBDIV. & LOT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL 4EHB "2605-HAYDEN" GARAGE SWIM;: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B D 08/16/l A SCALE: 1/4"=1'-0" S*iZ+T s6 WHEN INSTALLING (1) USP (1 OR 2) USP RT16A RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. (1 OR 2) USP LUGT2 t 0dx1 1/2" HDG NAILS TO TOP PLATE W/USP SPT24 PLYWOOD SHEATHING, SEE TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE TRUSS AND 10dx3"HDG NAIL PER MANUF. SPECS. FLOOR 10dx1 1/2" GALV. COMMON "ROOF/WALUFLOOR NAILS TO SHEATHING SHEATHING NAILS, FILL ALL HOLES. SHEATHING TOP PLATE. FIRST ONE FASTENER SCHEDULE" FIRST ONE FASTENER SCHEDULE" APPLIED TO INSIDE FACE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. EACH SIDE OF TRUSS oFRjOSPLIFT 2x WOOD FASCIA SEE 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 ARCHITECTURAL 2%6 OTSHOWN SECURED W/ (2)16d SECURED W/ (2)16d FOR CLARITY (SEE SHOP GALV. COMMON NAILS. ENGINEERED WOOD GALV. COMMON NAILS. ENGINEERED WOOD DWGS.) 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, Ix2 SECURED W/ IOd TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12" O/C FOR REVIEW 12" O/C FOR REVIEW DBL. TOP PLATE W/ USP AND APPROVAL AND APPROVAL SPT24 NAIL PER MANUR SPECS. 2x STUDS 2x STUDS 2x BLOCKING 2x BLOCKING AT ALL PLYWOOD AALLOWABLE UPLIFT=1160 LBS (1 STRAP) SEAMS AT SALL EAMS PLYWOOD A ALLOWABLE UPLIFT= 2260 LBS(i STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT = 2320 LEIS (2 STRAPS) B ALLOWABLE UPLIFT= 4520 LBS(2 STRAPS) STRAP DETAIL 3 SCALE:3/4'•=,'-0" 4 NOT USED TYPICAL TRUSS/GIRDER CONNECTOR(S) M TYPICAL GIRDER/TRUSS CONNECTOR(S) 1 a 1 U 2a 2b SCALE: 3/4"=1'-0 SCALE: 3/4"-V-9' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT o SHEATHING SEAMS) (BLOCKING _________— -. NOT SHOWN FOR CLARITY) PRE-ENG'D WOODTRUSS (TYP) @ 24" O.C. o MAX FOR STRAPPING VERIFY W/ TRUSS PLAN O SECURE 2x PLATE TO WALL W/ 3/8'k6" THRU-BOLTS @ 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 121's S" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGAIOKT @ 24" O.C. MAX 2x STUDS CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL 5 SCALE: 3/4"=V-0" i44i N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA p: 0003325 N h s N m 0 R �R p Bul3mv & LoT: SILVERADO LOT 3 BLK 11 PROJECT# 04128.001-03111 MODEL 4EHB "2605—HAYDEN" GARAGE sITMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: OS/18/18 SCALE: 1/4"=1'-O" SKEET S6.1A F 4 FJ • • GABLE ENO rF�F HW WOOF ROOF WIND DESIGN PRESSURES Nt:i (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43-53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. RCOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2112" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/2' 0.12W PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL $TAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS - ROOF SHEATHING - EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z 0 z W 0 u . z � . G U 0 0 (8 Z . j O Y N Z O m. Ud Tn J Y U Q W (W7 S U U w W V < U rn m O $ w fO a 8 In 3 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ed RING SHANK GUN NAILS La 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING TO BE STRUCTURAL GRADE CSd RING SHANK GUN NAILS C& 12" O.C. IN FIELD or 8d x 21/2"SCREW SHANK PNEUMATIC SCREW -NAILS IS, 1 Z' 0.rs,.jN FIELD J\ TYP. 3l4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61h EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 710 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 311r. PROVIDE 6401. CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLPBSONGROUND WHERE INDICATED ON DRAWINGS. SEAMS UPPED 61NCHES AND SEALED WITH ADHESIVETAPE FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD - 1100 PSI AND A MODULUS OF ELASTICITY. 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 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 REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN IA" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SIP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETA,LS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND -ON -GRADE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCSI 1" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf SUBJECT TO ENGINEERS REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-nonconcurtent 7Yp. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 66 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -^D^- -unent 85 BAR - 30" A7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 1 DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT:1 Opst BALCONY LIVE LOAD 60 psl WIND: DEAD LOAD SPEED -150 MPH 3. SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IO SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH 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 WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pst, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 2B 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 SLURP SHALL NOT EXCEED S. .1_ PRIOR TO THE ADDITION OF PL STICIZM CONCRETE SHALL COMELY WITH ALL THE REQUIREMIWS OF ACI 301 AND ASTM G44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTALPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX LMTL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS FEW ER FOR LONGTHAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF NEEN THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A r FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' MA FOR 05 AND SMALLER 2' FOR U6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASS.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS 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 WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. 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 MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f1n - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM G-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE 'M' OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 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 A500, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, HYPE E OR S, Fy - 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE APPLMd- I EDT TYPE SPAGNG AEMAAKS SEE SEE DET SEE 3FE DE APRICATMIN SIZE TYPE SPACING AFAIAAK.S Pi RIARN S TO CASE HARDENED G-E COIL 6, OD ODOR BUCI( DETAK ETAx DAA TAx IHMSONgYIC�NC. NAIL I II?LONG. TO MASOMIYA;OlC. SGDIALEXT. DOORS CASE HARDEED CqL Y' OX: WNDDWIDOCN FASTENED -E DOOR &1C1( SEE DETAL SEE DETM SEE OETpx SEE- - e ,SEE NOTE. WVLI IM'LONG. STAOGEAED INTO AASONAY/GONG. TO MASONAVM°ONC. DDw EACH( CASE IWADEEDI O sac WNDOWiDOONFASTEED ETU ME To CONTACT THIS ENGINEER FOR SPACING SEE NOTEe rualvr LONG. S-E.ID 10AsoHnrrcAHc. AAsaNmlcoNc. REQUIREMENTS E%T. SWNO GOON tlA•• TAFGON• II/Y EMIED, TEND. NONdFAPoNG WOW IVY° E%PANSNNJ A•F1B3E.A•END PT,. NDTE6 NO WA6HE FASTNEq IYOC DIST.. I- EDGE DIST. I. TDCONO. SLAB WIWASHER� DOLT Y60L DST., 3• EDGE DST. h Pf WNDO SE 30°WAF3zl Y'QC SEDIIVY PT t0 S1EL GOE., BEE A,l 0.9HEq� STAGGEED EDGE GE DISGIST. E. NOTES 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 MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD. LONGWOOD, R. 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosign9foup.com AA #: 0003325 _ _. 114 f04 04 h G F O mm F t.- N rs W o O w� IIPR BDrv. de MAT:SILVERADO LOT 3 BLK 11 OJECT# 04128.001-03111 MODEL" 4EHB "2605-HAYDEN" GARAGE SWUNG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: 08/16/18 SCALE:=11-0•, SiIEET S 1 171 r 6\j w k a a