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HomeMy WebLinkAbout7104 Silverado Ranch Blvdk, 99 1828-4EBBCAL199 0 �((� HOMES Q� t �rp�fa� 12602 TELECOM C)RIVE, TAMPA, FL 33637 7el= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) Ac AHCONDMONPNG M R. MANUFACTURE MINIMUM R DATE DESCRIPPION m b/16 ms IssIFDALTERNATE ARCHITECTURAL SHEET DESCRIPTION D.R. HORTON HOMES •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES ADJ. AMP. BD. CL ADJUSTABLE MPERAGE BOARD CENTER LENS M.T. METAL THUS MTD MTU METAL N.T.S. NOT TO SCALE O.C. ON CENTER OVI516 Wn FBC UPDATE PG Cl-COVER SHEET MWO CDs RE-N ED 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasa=116 MPH .EXPOSURE - B CAB. CLG. CON coNc. CPT. C.T. D. DBL D.G. CABINET CEILING CLEAR CONCRETE E CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED PL PROPERNL.ME P.B. PUSH BUT ON PH PHONE PIT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER BAD. RADIUS PG GN—GENERAL NOTES PG Al -FLOOR P UN PG A2C—ELEVATION PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN m2/!I/IB sroRYsELEYaTIONSADDED 03f26AS W'S RE-I� 04AW FOOTMGREVISION PER M.EOLLES 06)21M CEPSRE_k%1ED 02/" ADDEDGAiBI.E56FOOTERATGAR40EDETAIL (FORT MYERS) WM/a PLANMAMTENANCE •I -STORY RESIDENCE - DNA. DIM. DIAMETER DIMENSION R.A.G. RETURN AIR GRILL REF. REFRIGERATOR PG MI -MECHANICAL PLAN 03WM REVISED LMTEL SIZE AT FRONT ENTRY DOOR • 2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES DISP. DP. DR D.S. DISPOSAL DEEP DOOR DOWNSPOUT RM. ROM R.O. ROOUGH OPENING S.C. SOLJD CORE EXT DR S.D. SMOKE DETECTOR PG DI —DETAILS PG D2—DETAILS N124A5 ADDED ADDITIONAL RECEPTACLE N GARAGE PER UALL BATSON (hELBJ SQ.FT. C=�'►S m4R4/19 REVISED HVAC VOLUMES ON SOFT GALL 9GHEDULE (MIELBJ • STATE OF FLORIDA DTI. DETAIL S.H SINGLE HUNG PG D3—PRODUCT APPROVAL LISTING PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA Ii D.W. EA. EQ. EQ. EXM DISHWASHER EACH ELEVATION EQUAL ExHAUST SIT. SHEET S14W . SHEATHING Sim SHOWER SIM. SIMILAR SL. SLIDING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS LIVRA 130 SOL$a FT. GARAJ3E 430 9R f7. AR No. 93723 ENTRY it.SaFT. LANAI w gQ,FT. EXT. F.G. F.G. EXTERIOR FIXEDGLASSSTD. FUEL GAS SL.GL SLIDINGGLASs STANDARD SWS SHE ARWALL PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. TOTAL 2,362 ST a FOOR FIN. FLR_ FLUOR. FINISH FL FLUORESCENT SECTION TEMP. TEMPERED GLASS CK IOFCURB PG WA5—NOT USED 1441 NORTH RONALD REAGAN BLVD. OOR T.O.C. TOP PG WA6—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTG. GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TO OF SLAB Tel: (407) 774-6078 GAR. DISP. G.F.I. GARBAGE DISPOSAL. GROUND TYP. TYPICAL U.N.O. UNLESS NOTED Fax: (407) 774-4078 GYP. BD. -FAULT CIRCUIT INTERRUPTR GYPSUM BOARD OTHERWISE V.P. VAPOR ASHER STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN H.B. HOSEBIB W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HDR. HOT. OR14T INSUL INT. LAM. wM. M.C. HEADER HEIGHT INSULATION INTERIOR LAVATORY LUMINous MEDICINE CABINET WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS THE BUIIDER ASSUMES ALL LiABILTTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETARMG OR PG S2.1A—DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED PROCEDOURETISSFOR THEGBUIIAERINTO SUBMTr A PG S3—FRAMING PLAN PG S3.1A—DETAILS TET( T ARCHIECTOROEMFR FORRCARIFCAT1oN. PG S3.113-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.1C-DETAILS RFI's IN WRWWDRAWN FORMS IN A THINLY MANNER. AB DESIGN GROUP TAKES NO PG SNl—DETAILS RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774Fi078 FAX: 407-774-4078 wwwabdesigngroup.mM L AA S: 0003325 h 1] Q m ip- 1 0 'LTBDiv. ac r.62, SILVERADO LOT #22 BLK. #7 Pno"=T# 04128.002-22071 MODEL• 4EBB "1828-CALI" GAP.ACiE BMXNQ. RIGHT PAGE COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 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. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGEDOOR 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/B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -META W C 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 14-INCH GYPSUM BOARD APPUED 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. SIZE 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 1s THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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." TWER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR UGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLUMING 1. SANITARY N OF CAST IRON OR PVC SCHEDULE 40 AS APPROVED BY THE BUILDING OFFICIAL. SA LINES SHALL BE ( ) 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/a' PVC (SCHEDULE 40), INSULATED WITH Yz" 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-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 IA AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD ANDAGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10125/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebEesigngrouP.mm AA #: 0003325 0] C y IFV b Q lei IN o Q ui � UUU l 9uamv. da LOT: SILVERADO LOT #22 BLK- #7 P120JECT� 04128.002-22071 1[ODEL: 4EBB "1828-CALI" GAPtAQE BWnM: RIGHT PAGE: GENERAL NOTES %150 MPH EXP. B • '•iw Dwor 06/03/IQ SCALE: 1/4"=1'-O" DH&`aT GN a s -------------- LANAI MING io r-C afi OOM cta � I Im'-0• I'-0' j I 6068 sGD. a OWNER'S sm s -- ---- D'-vCIL& — QQM ROOM 2XS W-V as B AI W 61_II. l'_5, 4�_4. 6�_6. 7 Wi'_Ip• 0 4,_8, m _ C ?, V. a ) v R2-18H ;o I IlWG1 ® m ------------- ---�� I � a OWNER'S 9 BATH I b36 V. I W.I.C. 8'-r ate. > v I °i Me'cxG ry� I ® e C.I V. 36'x60' — i IOPf11 • SHWR PAN 3-_0, -- _ MIEN i r--r-ii _ 2_ Al W-V aLAUNDRY 1 I IR-ISH 8 � W-VaA i` 9 N'aE ,_8, PREP in m CLG. v _O ARC �� _� I BEDROOM#4/ PAN. RA DER a' ' as 7-1. iiv- ��Il'-0' v 3'_6, ''03�_4, BEDROOM#3 MT. @ O�e v r zz'xsa' — I 0 I ATTIC I Jt ® L ACCESS J �LLARDJ I I AS ■ II LAY B I I 0 PER BLD LDaE o � BATH12 �e Il3 AI iia s � CODE r m 8'.8' CLG6 I I 1 s? m _ @ s 8� 2 e '-4' 7 V. POYER BEDROOM#2 W-F aia W-V all,� c0 3068 W/ ml M 36'Xi2' lIL TRANS. I ENTRY ti0 i a1'-v as ARCH (� EGRESS 10'-2' 35'-8' SQ.Fr. CAM'S LMNG 1,828 SQ. FT. GARAGE 430 SQ FT. B41RY 16 SQ FT. LANAI 88 SQ FT. TOTAL 2-62 Sa FT. OOIPOI@R AID CLADDap I■D LOADQ eAsc Mo BVDeuE Fon a eEcow aNTa a'BMOa aawE 101E W WH MD OW HBO = NDm FOOTUIE MR WNDOW 10 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 Dig MN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 1(.0-10 O.H.D. 112 t 5 1 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, E)CP.=B, MEAN ROOF HT. = 13'—O" PRESSURES HAVE BEEN MODIFIED PER FBCR (ITH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OamgL DAM Cl� r DBL TOP PLATE 0 M BAR DETAIL A SCALE: 1R' • 1' Isol ARCH DTL. (,,)ARCH SCALE: 1/2 • I'-0' FLOOR PLAN SCALE: 1/4' • P-O' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THICKNESS, SOLID ORHONEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MNUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngroup-mm AA #: 0003325 rQ h m Zo SIM U SLTBDIV. a LOT: SILVERAD0 LOT #22 BLK. #7 PROJECT# 04128.002-22071 MODEL.• 4EBB "1828-CALI" GARAGE STfINQ- RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B ARCHITECT: STATE OF EL —CM A A rmi R / A ABOUCHACRA aR No 9 1723 J FIPRMT DATE: 06/0. SCALE: 1/4"=1'—O" SFI&wr Al SHINGLE ROOF 12 6 DECORATIVE FOAM .-- TILES I_I � �' �■ � ' I II -I I -I I -I I_II R FRONT SCALE: 1/4 - V-0, TEXTURED FINISH NOTE: WALL FENESTRATION FLASWING3 AS PER FBCR R103A b'-b' BfRr,. NGT. 0'-0' FIN. FLR. _ 4' FRE12E BAND V-a' B12Ca. HGT- a' -a' BRG. OPT. COACH LIGHT 0'-0' FIN. OFF RIDGE VENT ARFAOFATTIC = 2354 SO. FT. NETFREVEPRUOIONAREAREQUIRED = 1/3W REQUIREDVENTUATION AREA = 23M130D = 7AS VENTILATION AREA X SO. INCHES PER FL 11141 = 1134.72 SO. IN. MIN. REQUREDVENTILATION = .SX 1134.T2 IN LPPER PORTION OF ATTIC - 5036541W OFF RIDGEVENTIIATION AREA = 215 SO. IN. FERVENT 5036 /135 TOM #OF VENTS REQUIRED = 4msp IOTAL►DF VENTS PIONDE) - 5 'ARFA OF ATTC ISTHE PEMMIIEI OF7ME HWSE I ESS THE OVE HANG EXTERIOROFWALLTC)WMIORDFWALLNOOVEMANGSIN0 DED OFF RIDGE VENT LEE I rl L71 I I F-1 Flr� -------------------- 771 ------ ------ ------ RIGHT ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: V4 . I'-0' TEXMIRED FINISH REAR ELEVATION SCALE: 1/4 = F-0' TEXTURED FINISH 0'-C' FIN. FLR. DECO. DTL. A SCALE: V2 • 1'-m' -a' BRG. 1-6T. 1 -O' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWngrouP.DOm AA #: 0003325 G y m t o UUU SO gg summiv. at LI,�: SILVERADO LOT #22 BLK. #7 P1iOJEC" 04128.002-22071 MODEL' 4EBB "1828-CALI" GARAGE 5.,XKO: RIGHT PAGE: ELEVATION "C" %150 MPH EXP. B aFA*rrECT: STATE OF FLOPoDA 81 191 -, -A nn- R� L AR NO "723 Dp IM 06/03/19 SCALE: 1/4"=1'-0" BlEm= A2 C ELECTRICAL LEGEND DESCRIPTION ARD SWITCH WTC44 n SWITCH R SWITCH OIUTTON N.ECT T OSTAT INGLE RECEPTACLE (125V/20-AMP WsL£ POLE) IVV DUPLEX RECEPTACLE ICY DUPLEX RECEPTACLE (EMIPPED ITN GROUhID FAULT TERUPTERITAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET TO SWITCH) � LIRED MOR WATERPROOF/GFI PTACLE (GROUND FAULT UPTER) 2UADMEX RECEPTACLE ®DUPLEX RECEPTACLE (FLOOR Be 20V RECEPTACLE (4 WIRE CTOR) MOUNTED L1G14T G MOUNTED LIGI4T ENT LIGHT 3ALL 0 LIGHT SCONCE PRE -WIRE FAN WITH LIGHT (I OFM PER SO. FT-) B LIGHT FIXTURE LIGHT FIXTURE ULB LIGHT FIXTURE TRACK LIGHTINGIC jaa!M21119,1441-5 LIGHT WITH PULL CHAIN ER CABINET LIGHT FLUORESCENT L*WT (RECESSED) FLUORESCENT LIGHT (SURFACE NT) k4' FLUORESCENT LIGHT (RECESSED) � x IGHT *HT (VAPOR PROOF) UATIE OUNTEDLIGHT WITH J-BOX FAN AL PANEL (FIELD VERIFY I METER L MO ANTED) (CEILING MOWTED) G MOUNTED FAN AN (I CFM PER SO. FTJ ONE JACK DETECTOR (CEILING MOUNTED) JE M ) OPENER K RT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING • ALL 5 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 21012(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRT CIRCUIT. • GF • ISLAND (NOT ON KITCHEN CIRCUIT) • DISPRI451-ER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY OF 50 CFM NTE IMPftENT PER TABLE MBOTA OF FBCR 6TH EDITION (2011). • LAIPORY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CADLE AS NEC 2014 ARTICLE 300.4(BX2) • ALL RECEPTACLE TO BE TAMPER-RE50TAIT TYPE • ALL LAMPS : HAI I D BY ll DER JG MAST BE ENER'sY AND Fs% OF LIGHTAEFFIGIBNT TYPE PER F.B.C. ENERGY GONSERVATION (RESIDENTIAL ENEIE'sY EFFICIENCT) 20M. 6th EDITION R404.1 CEILMG MTO. LIGHT I �'PRE-WIRED LIVING ROOM TO BE i CLG FAN INSTALLED, PROVIDE (' \ `J FIB -WIRED' J-BOX FOR OPT. FAN \\ GPI CLG FAN(; \J r / DINING / ROOM I i0 5'-b' I I qp I I I \ \ ?(Sl SLUCABMITC44 IN E" A t OUTLET— — — — r FOR DW 1 I Ell GFI GPI / - - a I� / SMC �/ I-------- aTCHEN i LAUN _ � I \ GFI A O GFI \, OUI ES � PRE -WIRED / CLG FAN r 0. BATH I ►Sw 11 --- --- ----y BDR1Ld HOOD WIRE OUTLET ® FUTURE MICRO �.• •� I � /�fSa s)Z�O � " FRiE-WIRED BDRM #3 II II F — � I�\RAN PRE-WIRRED CLG FAN 1 I I s� I GFI O 44'AFF. WH I GARAGE \ r-----I / / DOOR \ \ \ I -,Ft----):� I L J BOLLARD AS REQ WALL MOUNTED PER BLDG. CODE ^^ff" LKsNT UVSLUITC4 M \� BATH #2 ® I ATTIC / GPI CLG. / V w KEYLESS OUTLET 1 METER / FIXTURE / FO VERIFY W LOC. 0 IRRIGATION \ OUTLET • ENTRY 45' APE. WI GARAGE PRE -WIRED CLG PAN / \ " Ica - - - - - - - - - - - - - - - - . \------------------------ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' NII�IIrSf1110 �J1lIIIIT�11277 mIIII��T7O,o®® ®ao�mo 0 ®aor---�mo o ®ao�mm mm�oo0 tea© ®omml'���0m m mom�0m mom�0m mm�oo© om'�-a�oom = o ELM �o ��� ....-.,....--'^•--+-moo© IIIII$ZIIIIII - - - ...•_ , . IIIII7� I O 0 e an W PROVIDE 34/0 04 THUN • 1% CU N 2' CONDUIT OR 3 WO AL, THUN • 1% CU N 2' CONDUIT. (CONDUIT TO TERMIIUTE ABOVE SOFFIT • OVERHAW.) 150 AMP ELECTRICAL RISER HOT TO SCALE GGTTBMATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES; M ELECTRIC PETER N A. ELECTRICAL MATERIALS MIND INSTALLATIONS SHALL NETLI 3R ENCLOSURE COPE'LY WRH ELECTRICAL PROVISIONS OF THE FBCR otA EDITION (201V- LOCAL CODES, AND ALL LOCAL POUER O CMPANr REW"llsmsm. r-1 IL ALL CONDUCTORS SHALL BE TYPE TNFNRFBN WLESS I NOTED OTHERIWSE FOUER COFTPA W TRMNSF VR'ER TELEPNOFE SWAGE CABLE TELEVISION F]NM*" SBMCE ENTRANCE EOUIPFBNT EOUIrI'ETIT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE COHU•ECTIONS PROVIDE SC A?-P, 120/240 VOLT. I PHASE SECONDART-- I µ w SERVICE CbR AND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (OU) N CONCRETE ENCASED FOOTER STEEL PER 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 ELECTMCAL PROVISIONS OF THE FBOR 6lH 2/0 ALUMNUM (AL) N 2" DIA SCHEDULE 80 PVC EDITION (2011). CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC rr.-IA X D l! LONG COPPER CLAD G WUND ROD CANT ANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abda igngroup.wm AA 8: 0003325 a = S a 0 O8 Q OC Its l IAT.SILVERADOLOT #22BLK. #7ROJECT4y 04128.002-22071 MODEL 4EBB "1828-CAL ' GARAGE NBWWO. RIGHT PAGE: ELECTRICAL PLAN %150 MPH EXP. B AFia'NTECT� 8TATE OF FLOFtl2A 5141 11. ` A AW AR NO 9WM Rip"06/03/19 �Q"X: 1/4"=1'-O" E1 I I I I I I I r I I S I I I I ------------- =�7 I -- — I 1 -- r I e v I I m I I I � u L C O -- O 0 II II I II I I II II 2' VTR�' �Xi \�� '�^ VTR KSINK,uv % /I 4T AUTO VENT \ ur- LJ Ile�4 �• ( r i AV • V _ II TUB 2 I LAY I •2'LAV I I WG 3 3' I I Ec 3. 3 IIR SWUIR P WASHER 2- 2 co 4 4' TO Ell MAIN PLUMBING RISER DIAGRAM fticr= — — — — — — — — — — — — — — — — — — — — - I PLUMBING PLAN SCALE: 1/4 • P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngroup.com AA #: 0003325 rq 0 h a iy uJ c SP aveDly ac LOT: SILVERADO LOT #22 BLK. #7 P1iOJECT# 04128.002-22071 MODEL• 4EBB "1828—CALI" GARAGE 81FZKO: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DRDCT w 06/03/19 8CAIM 1/4-=1'-0" 519EET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 514A-L. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2OTT) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2On) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (201T) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2OT1) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIR -/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. R=COM'M'9ENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECa DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL PLENUM*PEXTEFRiOR AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLER WALL VC CONDENSATE DRAIN LINE EVAP.TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES t0 PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2O1T) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.YL OPT[/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRI AIR GRILL SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SR-IPSON US ROLL STRAP OR EQUAL 4'CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) f8x1 1/4' SHt. MtL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN CCND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-81/15, GONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TY NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 114 = I'-0' ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.mm AA #: 0003325 114 1 G � a u POOR. a rcT SILVERADO LOT #22 BLK. #7 PROJWT# 04128.002-22071 KODEL• 4EBB "1828-CALI" CFARA Z BVfnM: RIGHT PAGE: MECHANj PLAN %150 MPH E f` i lam` � - d �� 1"�:• di -1�1 Dw� 08/03/19 SCALE: 1/4"=1'-0" SI�ET MI 2X4 TOP PLATE PLAN -17 PRE-FAB TRUSS VI' CLG. BOARD -- in- DRYWALL 7 ' 2X4 WOOD STUDS 024' or - FIN. FLR N I : V I UV:7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CA5INET5 SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a:)TYP. INT. WALL (NON-BRG.) lllalSCALE: 3/4'.I'-0' FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9 DJJ ON J' O.S.M. SHEATHNG /a, GYPSUM Bt OR Jj' COX PLYWOOD OR 1/2, HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOL ID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' PIREINSULATION _ . TRUSS —�VIIR-4.1 SEE ENERGY CODE FORMS R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGEP ER ELEVATION 2x FASCIA PER T-P ELEVATIONS oJa. INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE . _STRUCTUR.AL V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. L Ix2 P.T. FURRRJG— STRIPS • 24' O.G. 6' CMU /1' GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' 0.5B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENINCs NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:IA TO LESS THAN 4:IA' A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE. 3/4'•1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 61$1 ao eat Fis tea: I ► nc.I.esne role aAa Les ov b• •rrt eL M. veto ewe 26 GAS LINE THRU BLOCK erx� w•.rr FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R.905.1.1 ON j' O.SB. SHEATHING OR 3' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TrP. MTL. DRIP EDGE 0A. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS� WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I IR' THICK, 2 COAT PORILAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' allu m rggwi " ..-►MIMIC- HANWJ PRODUCT G4LV.." �OVEREAD D0.'71R APPROVALROM KRr4:AL 7R/1OC P OT m* DT HALF. �� R"TEHM TO eLca TWGK ORRACKM mDam APPROVAL RE& GARAGE DOOR JAMBS D1 SCALE: 11/2'=i'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRK#' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED F'ERJ� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION GYPSUM BOARD OR 1r1' HIGH STRENGTH CLG. BOARD n W/ WINDOW OPENING ti R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ax2 P.T. FURRING STRIPS • 24' O.G. 1/2, GYP. WL. BD - WOOD BASE FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER I'-O' FASTENER SCHEDULE Tn'. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-C' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY al 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327SO PH: 407-7746078 FAX: 407-774-4078 wwwabdmigngroupmm AA 8: 000332s sp 9VHDIV. a IAT: SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 MODEL 4EBB "1828-CALI" GARAGE gVfXNG: RIGHT PAGE: DETAILS %150 MPH EXP. B DA06/03/19 ac,hxx:1/4"=1'-0" ai�E'P D1 IT MN TO IJ��I•aw�— II:I�I•�LI M I \1 - // I IB tLV CUT NAILS. SIDES• 2X6 GARAGE DOOR CLICK W/ (S) p V)W A -COLTS 4'EMEDMENT MN WV 2X2'X1i. WAGNER AND NIT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR N JONTS PRIOR TO FILLSYa I-2XS PT BLOCK • CENMR OF IN DOOR WADER WKU)i'XS' J-BOLTS 4' EMCECMENT Wl 2*)074' WASFER AND NUT. 0 1.—_ I IE MANFACTUREWS INSTALLATION INSTRUCTIONS W$IE: SUCI4 NSTWICTICN9 ARE MORE STRIW OJT GARAGE DOOR 1 BUCK ATTACHMENT etas vr- 2X4 SECURE TO BLOCK W/ V&' TAPCONS (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 e' CMU WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X Ii' DRYWALL 18' Or-, MAX SPACING. MIST BE ON OUTSIDE 4 I'X4' OR VX2' P.T. NAILER 2X6� SECURED THROUGH Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL i4' ❑ SECURE THRU FRAME 4 TAPCONS TAPCON MIN. lYa' EXTEND I )4' INTO BLOCK (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK W/ ' TAPCONS MIN. HEAD SIZE 300 , CNIU ❑ (MIN. SHANK SIZE J45 MIN. EMBEDMENT 1 Y49 ORYWIALL MIN. HEAD SIZE 300 WITHIN W OF EACH END 4 MR EMBEDMENT I-Y4 18' O.G. MAX SPACING. OR VX2' P.T. NAILER WITHN 8' OF EACH END 4 2X8.® ��14:X4' 18. O.G. MAX SPACING SECURE TO BLOCK W/2-%l X'MIN.TAPCONSRDOOR CASING (MIN. SHANK SIZE .145 FA DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 B D MIN EMBEDMENT 1 Y4') RJAMB ORWINDOW ATTACH TO 2X PER WITHIN EACH END t EACHSPACEN TACH TO 2X PER MANLIFACTUR£8 DETAILS. 18' O.C. MAX MANUFACTURRES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 n MAT, BLACK +3/4 OR +5/4 " SCALE: NTJ3. 2X4:tm SECURE TO BLOCK W/ 11%• TAPCONS OR (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:= SECURE TO BL W/2-%' TAPCONS(MR•U SIZE J45 MIN. HEAD SI2EDAD0 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 S• CMU IS' O.C. MAX SPACING V DRYWALL 2X8: ® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-14. ODR CAS TAPGONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) LATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OTC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 2" in1 WINDOW TO BLOCK +1-1Y" " SCALE: N.T.S. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15 18" inl WINDOW TO BLACK t1-15/ S" " SCALE: N.TS. 2X4:® SECURE TO BLOCK W/' TAPCONS (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL Y*' TAPCONS TAPCON MIN. I Y4 (MIN SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) 8. tDrN WITHIN 8' OF EACH END 4 Yt' DRYWALL IS' O.C. MAX SPACING. 2X8� ❑ I'X2' P.T. NAILER SECURE TO BLOCK WR-i(.' OOR CASI NG TAPCONS �'X4OR (MR SHA W, SIZE J45 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" rn�WINDOW TO BLOCK +2 1 4" l) SCALE: KTS. 2X4» SECURE TO BLOCK W/.' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Yi) WITHIN 8' OF EACH END Is NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING: MUST BE ON OUTSIDE 4 2X&> SECURED THROUGH SECURE TO BLOCK W/2-Y.,NON-STRUCTURAL �{e' TAFC," TAPGON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR 1'X2' P.T. NAILER IS' OZ. MAX SPACING. ❑ 2X&s SECURE TO BLOCK U'2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPAGNG. MANUFACT8 DETAILS. pore. wN w Ito m rueeo ane too rot •atrmR� DOOR JAMB TO BLACK +3" E SCALE: MTs. 2X4= SECURE TO BLOCK W/ iWr' TAPCONS (MIN- SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-Y.' NON-STRUCTURAL V., TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN HEAD 812E 300 MIN EMBEDMENT 1 Y4) WITHN 8' OF EACH END 4 8. CT'R,I IS' O.G. MAX SPACING. J§' DRYWALL 2XB,® VX4' OR I'X2' P.T. NAILER ❑ ' SECURE TO BLOCK W/2-VATTAC44 2X SECURE TO TAPGONS(MK SHANK TRUCTURAL MEMBER 145 /(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND / 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4')OOR CASING WITHIN W OF EACH ENOOR JAMB OR WINDOW 10' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (Po NOT EXCEED )4) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" F SCALE: N.Ts. 2X4= SECURE TO BLOCK W/Ya' TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MIST BE ON OUTSIDE 1 IS' OZ. MAX SPACING- SECURED THROUCA4 2X6:cw NON-STRUCTURAL SECURE TO BLOCK 1114-1/4' TAPCON MIN. I-Y4 TAPCON5(MR SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 8, CmJ MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN W OF EACH END 4 18' OG. MAX SPACING. I'X4. OR I'XZ' P.T. NAILER 2X8cEo ❑ SECURE TO BLOCK W/1-1/4' 7(•' OS.B. X 4' MIN. TAPCONS (MR SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END i ATTACH TO 2X PER 10' O.C. MAX SPACING. MANUFACTURES DETAILS. rrn• wets Ito ro nus 4•s ttxa tqr toa-erm Yi DOOR JAMB TO BLACK +3-7/18" WINDOW TO BLACK +3-7 18" C' SCALE: "L 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MJBT BE ON OUTSIDE t 2>(6� SECURED THROUGH SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL 21ia' TAPCONS TAPCON MN. I-Y4 (MR SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN 8. OF EACH END 4 YJ' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' 0R I'X2' P.T. NAILER 2X8s:acl SECURE TO BLOCK WA-I/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1.49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 TTACH TO 2X PER 18' O.C. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" 1PBdDOW TO BLACK +3 3 4" H SCALE: N T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdejgngroup.wm AA #: 0003325 D L>J tl) •L Q Irk 1p UUU to :JLTBDIV & LOT: SILVERADO LOT #22 BLK. #7 R POJffiCT* 04128.002-22071 MODEL: 4EBB "1828-CALI" GARAGE NWENG: RIGHT PAGE: DETAILS 150 MPH EXP. B ARCWMIT: 1 STATE OF FLORIDA I ML A ABOUCHACRA L AR NO 93M J Dw� 08/03/19 SCALE 1/4"=1'-0" slim= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL17325.1.2 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 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL1732S.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL12019.1 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 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdwigngmup.wm L AA #: 0003325 A h � x O J = � 8°> m m K 9iTBDIV. Z Mi SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 I&ODIM 4EBB "1828-CALI" GARAGE 811MG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B ARCFfTECT- STATE OF FLORA li R kASOkcm N. AR NO 9372.3 r-pD � 08/03/19 8CAl.s. 1/4"=1'-0" 8I3fEE•1` D3 FR19I D CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TWO TO LATH • 9• OG. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JONT TO uLALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES IW % LEG MAY ISO USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE 4=7 •TOG. MAX VEIETIt:Al1T LATH SHALL NOT BE CONTINUOUS Em�MWA�rmim J' ASTIER3 COAT CENT ME WEB LAYER 4, FORTPIBM BUILDING PAPER APPROVED METAL LATH FASTENED •r (VERTJ DO, MAX AT SUPPORTS UM LAYER q STUCCO WRAP WOOD SHEATHING I; R,ASTI'I GI063 PROVIDE 2X4 BLOCCNG TJ014 \ PLACED PLAT MAX. 6' TO 8• FROM CONTROL JOINT WEN \ CONTROL JOINT FALLS ON FASTENERS FOR LATH TO ISE NAILS OR— i STRJCTURAL STUD STAPLES N COMPLIANCE WY ASTM CI063 r 2. WARE TIES TO BE (NO. IS) 00416' WARE 3. BLOCKING SNOW MAY BE N ADDITI \ TO WALL STUDS REQUIRED PER PLAT O" M" TYPE CONTROL JOINT O,FOLD PllAlm • R. A OLPOLD — - Pr.A L GUAR! . Fr.: a OEPT.A6E " P OLFOLDNRHm"PLA L CREA N a Pr. D rcLp ® L MOLD aivao . PL A L GRAN! a PT. D L CREASE " PT. O 4 POLO Pr. C O..ER in. B T!L PT. C TOUCFIR EGTKTL KAMW 0 IX7RCM R•ANIE WATpa TI(UHT REAL IVI-D, Qp ma mmr. O!I'BIT MLAETER (CMU0 'W 5 LAYER •2, POWFIBER BUILDING PAPER ngwm Orar) W RB LAYER'L STUCCO WRAPmamie OKT) taARHwu(am INS, wrAu taorwr HL.ARIRAs AT SOTTu -POOP . tlIY1 IIA6iEGfIRN NOTE, APPROVED d)ILDNG U.ILhAP SHALL BE LAPPED A MINIMUM OF 4 x4. 6ELF-ADHERING FEM9R,N.E 6' 6' VERTICAL LAPS (ROLL FLASHING (COMPATIBLE UV HOUSE �• ENDS) N 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO ISE I' APPROVED HOUSE WRAP- WITH FORTIBER SMEATMINIG TAPE FIABHING t0 EXTEND ONTO PIPE .;.....:::'''<::::;_`.::. / I' OR LESS PIPE iSci• SELF-ADFERSNCa T'B'BRAIE PENETRATION PLASMNG (COMPATIBLE UV HOUSE S - MATERIAL) OVER 4•x4' / SELF-ADN9iMA MEMBRANE PLA54143. OVER APPROVED ..,, MOUSE WRAP. I' MRL LAP . METAL LA1H \ jj PLASLI6G t0 EXTEND ONTO PIPE �C X X X. X CUT AND OVERLAP ONE SIDE OF — METAL ,ATM SELF -ADHERING MEMBRANE FLAB""G arr AND OVERLAP ONE SIDE of STEP �I STEP �'2 SELF-ADFERM MEMBRAE MM LAYER'L j• TAM 3 COAT CEMENT PLASHN3 STUCCO WRAP I PLASTER WFB LAYER 9, H71Y.CG UAPAP METAL LOTH e• rIm rAP.Q P r / I WRB LAYER -2. FORTIFIBER WLB LAYER -2, PORTFIBER WRB LAYE'I.FORT R , PIBER OIItLDRYa PAPER GULPING PAPER BUILDING PAPER METAL LATH \ _ I 8AYRAr ikb'SELF-ADHERING MRISMANE FLASHRY.s OVER 4 A4• (SELF -ADHERING MEMISRAE WOOD SL•EATNNG INSTALL FASTENERS (CLIPS, FLALRHING OVER APPROVED STRAPS, STAPLES) AS PHOUSE TRAP. REQUIRED TO SECURE - TO YTB1D ONTO PI PIPE/ WIRE TO FRAMING 4'x4' MP -ADHERING MEMBRANE FLAS41145. OVER APPROVED HOUSE WRAP. I. MIN LATH FLASHING E��iO�� ,Ar,r oVlR 4L LAP rZ R'---LAP V COW. BEAD OF SEALANT BCAL& I I/J'•1•-®` INSTALL APPROVED MOUSE~ AR INFILTRATION BARRIER OVER SHEATHING ELABTC'ERIC COAtm OVER 5111ACCO/ G.V-FNISH (60 TYP WALL SECTItOW VERTICAL LATH & PAPER DETAIL WOOD 57UDS SECTION PER SECTION R7633 EISHt6rENY1E aITq RIRaOLThtO Nam, 641EATHNG Exterior use of poraarW o3nera plaslar SIDE LAPS OF METAL shall comply with the appkation PLASTER BABES SMALL, requirements of ASTM C 92612A BE SECURED TO BUILDINGS FRAMM MEMBERS. PAPER ' nRt Installation of exterior lalhig and framing THEY SHALL BE TIED e� Shall wmply with ASTM C 1063-12A BETWEEN SUPPORTS WITH 00495-N. (L21-MM) STUCCO A' WINE AT INTERVALS NOT a• LAP. PAPER MORE THAN 9' (229-1 M4 AS MR ASTM C063 ® KICKOUT1AL 3A PIPE PENETIRATION DETAIL (EiRAI IE) FOR PAIR OF TEARS HORIZONTAL LATH N.T-S. DETAIL N WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL IU/HIOUSE IIIRAP TAPE PER MANUF. SPED. OR PEEL 4 STICK WATER TWIT REAL (see OR ROLAw oO nor Qw WOOD SHEATHING OR CMU WRB LAYER h, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOF/WALL SCREED Z z 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T,S- LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER------- — — BUILDINGc PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-05, MIN, 2.5 L85- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFIGATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngroup.wm AA*: 0003325 64 — o QQ L7 � qUJI i epe LOLL p cl UL BLTBDIV & LOT: SILVERADO LOT #22 BLK- #7 PiLOJECT# 04128.002-22071 1[ODEL- 4EBB "1828—CALI" GARAGE SWIING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B r AR0HffECT---'1 DRINT A 06/03/19 SCALE: 1/4"=1'-0" 8IMET WA1 BACKER ROD INSTALL 6' SELF -ADHERING MEMDRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ESE: I. BOTTOM, 2. SIDES, 3. TOP VENT OAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JONTS. 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, Ys' 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. UIRB LAYER 9, it l- 1.. STUCCO UJRAP �Ix. ;I: HOODED PENT THICK, 3 COAT CEMENT ;. PLASTER METAL LATH WJRB LAYER 4, FORTSIDER BUILDING PAPER WOOD SHEATHNG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER a2 (FORTIF15ER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-09, MIN, 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) ESUILDNG PAPER OVER 'QUICK FLASH' PIPE THROI.KsH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METER FIELD VERIFY LOCATION WOOD SHEATNMG LAYER 9, STUCCO WRAP LAYER -2, FORTIF15ER BUILDING. PAPER METAL LATH WOOD 1/8' TEXTURED C VNSTRJCTION , y�FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' OIC. MAX a' C V TO Ai'MID-WALL DEEP SCREED ADHESIVE FLASHING, CLEAN MASONRY CEFORE APPLYIN V FINISH • MA60141itT r — — — � � HORIZONTAL TO BLO K) EED �-1 �� �1VENT PENETRATION t1 SCALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION LAYER 14, � CUT OPENING IN CO UJRAP APPROVED HOUSEUJRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LATER 9, SELF-ADHERNG STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING FLASHING UIOOD SHEATHING OVER BOX AND OVER OVER APPROVED UJRB LAYER "I STEP #1 P APROVED WOUSEUIRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS SOX, APPLY TO FAEDGE APPLY E-Z MAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS APPLY 60 MIN - GRADE V' FELT OVER SELF-AD44EPING FLASHING OVER APROVED HOUSEURAP STEP #3 8' STEP #2 Il1R5 LAYER 9, JR STUCCO UAP SELF-ADHER-4 MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 2 METAL LATH STEfi 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 14 y ILI �i AQ I • Iqu w O o � Q _ C U 14 tl? W 0 J SUBDIV. &C IL07il SILVERADO LOT #22 BLK. #7 PROJECT# 04128.002-22071 AwDEL- 4EBB "1828—CALI" GARAGE Sl►IIdG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D an" 06/03/19 SCAM: 1/4"=l'-0" SitEET dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" COI;a4ER BEAD (FASTENER E SPACING cMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abde igngmup.wm AA #: 0003325 0 a�Ell 91 o'xmDIV. a IAT: SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 IWDEia 4EBB "1828-CALI" GARAGE awnaG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D.&06/0raurr719 acA,Lm 1/4"=1'-0" as�ET A3 LEGEND DRAINAGE PLANE (LURB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD C.CN5TRl=CN DEYOND WOOD SHEATHMG "BATHER RESISTIVE BARRIER'I WAAI TWER RESISTIVE SRIERi W SELF-ADHERW. IL A FLASHMG y \ ' STARTER STRIP nDFO NOT fd1LK IR I \ \ �— W 5ELF-ADHERMG FLA 4W. AT14ER RESISTIVE DARRIER'I LLEATFER RFAISTIYE 6ARilER 4 y bPLASHSFI --,AC4MING OR STucra GASMG TRMCAP FIEY� R i OR 5WCAUF LEANT SIDING TO STUCCO ® BLOCK TO FRAME �1 TRANSITION a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabde lgngroup.com AA #: 0003325 m � a a e 9USDIV. de TAT: SILVERADO LOT #22 BLK- #7 PROJ=T* 04128.002-22071 I&ODETr 4EBB "1828-CALI" GARAGE 5TrIN0: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B ARCHrrECT STATE OF FLORDA AASO AR NO 93723 DA,T3M 06/03/19 DCALM 1/4"=l'-0" Bi9=T V 0' A \\ 1/8' TEXTURED \ \ FINISH • WOOD, 1/2' TEXTURED x6 suB-BANb FINISH • CMU JA'x4' NOTCH ® 1 METAL LATH END, WRAPPED IN 'EEL 4 STICK METAL FASCIA WRAP oW 0 Cs SHEATHIN cm WRS LAYER h, )RIP EDGE STUCCO WRAP (FRAME ONLY) \ WR6 LAYER 4, FORTIFIBER TEXTURED I \\ SIJII/8' (PPLAME ONLY) :INISH ® WOOD I \ 2X& eue HAND CEMENT V TEXTURED \ 'INISH ® CMU / \ � \ DRIP EDGE \\ 'ITAL FASCIA JRAP YS' FROM \\ © PLAN 8 METAL KICK OUT iTUCCO, I' FROM \ JOOD WALL \ :XTERIOR WALL \ \\ FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X& \ \ SUB BAND ONLY ®ELEVATION ®PLAN A —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL �lNOT INTO STUCCO) I7/8' TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH ® CMU '�,! 2x6 SUB -BAND W/1'x4' NOTCH 40 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/1�'x4' NOTCH g END AL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) 3• x ' x x x :..... x x x x�.!. x x x x x x x x x x x x x x x x x x x x x x x x - FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x- FELT PAPER x x x x x x x x x x x x x x x x x x x x - DRIP EDGE x x x x x x x x (REFERENCE POINT ONLY, FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED - - , MIN. Ya' ABOVE BOTTOM OF Fi DRIP EDGE 2x SUS -BAND W/U4'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK-OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 WWab#e$19 goup.com Ad:005 m z c SILVERADO LOT #22 BLK. #7 PROJECT# 04128.002-22071 MODEL' 4EBB "1828-CALI" GARAGE aI/IICCk RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B 3:)A6Tjc: 06/03/19 mcALm 1/4"=1'-0" aiffiET VV A6 39'$" 28'A" • — FM-12X12 I — —w — — — FM-1— — — — — — - IN I'F 4"CONC. I ws- SLAB Im I� Ow �a �312 l 1'-0' LF-24X24 I 10 I . 1.1 1 r 1 FM-12X18 XTEND 1.1 1.1 I SLAB 1 1/2' I I .I I TOO I I . I SLAB n • I I I �I I. I I Ix I ,I I. I I I 5'-0" 16-8" I• I I 1 4'PVC I CHASE -512 z,� 5 3'-0" I I I I �I I �I 1-EXTEND r--- W� 1• 1C1Z' z.1 CONC m FM-12X18 SLAB2 II *31- ISLAB 4 112M.1 FM-12XIB F-1 _7121 _ FM2X1FM-12X18 81 4 4 1.1 1.1 10'-2" 3'-101' 2'-8" 16'-0" 2'-8" 39'-8" FOUNDATION PLAN SCALE: 1/a" = V-0" 3 1.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION+-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. ONDICATED #5 BAR, @JDICATES 06 BAR, NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 391, #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ONALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.40VER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 3d' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 8" SEE PLAN 101, - 5's 12" CONTINUOUS 12" - (2)#5's lFMC-l2xl8 12" CONTINUOUS 18" (2)#Ss 16' CONTINUOUS 18" - (2)#6s 12" CONTINUOUS 18" - (2)#5s 24" 24" 12" s s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesigngmup.com AA #: 0003325 � 11yy SID U 3M3DIV. de LIT: SILVERADO LOT #22 BLK- #7 PROJECT# 04128.002-22071 MODEL. 4EBB "1828-CALI" GARAGE 91MV311 RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. B APA*W ECT- 8TATE OF FLOPoDA 0ARNOM370 D TM 06/03/19 SCAim 1/4'=1'-0" >9HffiET s1 30" MIN. EACH WAY MONOLITHIC FOOTING • Z Z_ — . STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •I. •. av C SPACING REQUIREMENTS Q SPACING REQUIREMENTS 1 r GARAGE DOOR C Q w w 00 U w r la 1• . RECESS m� Q ar - I FM mW u1 1 1 W 8" y - Z 8"CMU WALL O 8" CMU WALL 1" n . I CORNER BARS, SAME SIZE AS BAR w O — - Z O-X • IN FOUNDATION WITH 30" LEG EACH ° ..I e I = N TOP OF SLAB ..8 WAY AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS V) TOP OF SLAB .. .. a [ ° ^"^ MATCH AMOUNT OF CONTINUOUS BARS °I •I CURB FOR EXT. PORCH SLAB > e SEE SLAB SCHEDULE BAR 4" CHAMFER (1-STORY) SIZE 48 BAR DIA. -VARIES .` - SEE SLAB SCHEDULE TOP OF GARAGE E I .ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE fib. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB 4" CHAMFER (I -STORY) JOINT 24" Wl1/2" ISOLATION °, 6" CHAMFER (2-STORY): APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) • i EE SCHEDULE i a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR W%D, BAR SIZE 48 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i.i AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE:3/4"=V-a' 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3,4"=1'-0' W W J 5 m NEW REINF. BAR 2"CAPPED O a I SECURED W/2-PART a g EPDXY. MIN. EMBED GALVANIZED PIPE G 8", UNO W/FLANGE (d BASE p FOLLOW ALL MANF. 2 SPECIFICATIONS FOR W Q USE AND H m PREPARATION OF Z HOLE. SECURE FLANGE TO r W Iot J SLAB wi(a) 1/4" x 2 va^ b TAPCONS 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO ��BOLLARD MONOLITHIC FOUNDATION 6 SCALE: 3/4"=1'-0" SCALE: 3�4"=1'-O' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z as s> �t mw U_ a a p u1 8" CMU WALL t " TOP OF SLAB SEE SLAB SCHEDULE Z Z Q. "ISOLATED" COLUMN PAD m CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH „ _ ------ FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE 4AND BAR QUANTITY COMBINED EXTERIOR MONO- AND COL. PADAND COL. PAD �FOOTING i V SCALE: 3l4"=1' 0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdmigngrouP.com AA #: 0003325 , y a 0 � ? 9 d d 0 d d 'VBDIV. de TAT: SILVERADO LOT #22 BLK. #7 Pltoj=Tip 04128.002-22071 1[ODEL• 4EBB "1828—CALI" GAliAGE 9VUg3: RIGHT PAGI DETAILS 150 MPH EXP. B Dp� 08/03/19 ac.%=: 1/4"=1'-0" BEER T Sl.1A 25'-10' 1 a•-10'• 14'$" 10.1P b iN cn v i0 I� b iv m a Y 0 lV io Y e N b 0 4 N 0 N a q . ^n DOWEL PLAN SCALE: 1/4•' = V-0" go 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdesigngroup.wm AA A: 0003325 04 h m o G BX"Mrv. & LCT0-14 SILVERADO LOT #22 BLK. #7 PROJECT# 04128.002-22071 MODEL• 4EBB "1828—CALI" GARAGE BVrngG: RIGHT PAGE: DOWEL PLAN %150 MPH EXP. B 11 A AI NO F-pmer A06/03/19 8CALE: 1/4"=1'-0" 3213= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"H00K GROUTED BOND BEAM VARIES PER ELEV. s Z_ G a lV e I trd. g I a p CLEAN OUT REQUIRED FOR INSPECTION m TIEVERTICALREBAR TO HORIZONTAL REBAR W/ 10"HOOK BAR SIZE 48 BAR DIA Z #3 le, > #4 24" 0U #5 30" HORIZONTAUVERTICAL 0 S REINFORCING #5 BARS M CMU UNIT DIMENSIONS Qp ARE NOMINAL SIZES 0%k MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 .w Abdesigngmupmm AA #: 0003325 h Chi h Q � • m O F 3 G, IRS a "m 9LTBDLV. C# LAT SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS %150 MPH EXP. B ARCHRECT' 8TATE OF R.QRIDA ROLMD A AW AR NO 93723 Dp. M 06/03/19 9CAL.E: 1/4"=1'-0" S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1R" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12' HDG NAILS, WOODTO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL 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. BEAM SCHEDULE ZZERM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A.=TOP OF ARCH /T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) WxH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8xe (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR IT'PRECAST & PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C14aI�6In SAFE LOAD - POUNDS PER LINEAR FOOTA SAFE LOAD UF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BU8 1IRM iww Tw 6v 6HMM *I&W TYPE LENGTH 6U6 WE RCMU _Pr eP6dT enm start slam IFA7T s7asr 6F741T wmsr 6F4f•1T puYr 1FLrt ersm eF3?1T eras-ar S'd (42� PRECAST 2211 9'd (42') PRECA8T 1025 1�4 1�6 Yd (12') PRECAST lsw sees awe 4304 WOU 613E ISM wi eels awe ail ® MR ISM 4'd (4•) PRECAST 1888 1'd (/8� PRECAST 7W 783 1908 4'd (IB') PRECAST tie 2w6 3W i16 46M M26 wi tie 7106 70eD i,s 4RD 6M6 w76 4'd (54') PRECAST 16M 1'd (541 PRECAST 592 Wt IBM V-r M PRECAST tw7 JIM 2W 3376 a0w m1 wA 1w7 2M0 IM 33M 4043 4711 IRS 64• (6/1 PRECAST 1217 6d (641 PRECAST 411 411 745 64• (64•) PRECAST 1Me 171 mew aei ww 3eM 4wx love 1716 22M 2336 will awl Ewa S-10' (M PRECAST 1062 647 (70') PRECAST 340 339 610 FAA (M PRECAST 1� � SW � 4133 tl# 1w7 2010 2w3 Mw ww 41M 9d (76') PRECAST B08 6d (78') PRECAST SW n1 4W 9s l76') PRECAST 6i 1 1 22i a2M 3N2,w = 1407 LY SIR lave 32M M2 rd Mn PRECAST 748 Td (W1 PRECAST 434 S34 363 rd (W') PRECAST rn , 2:p6 Zan a22e 127 1224 wM 2276 2M 2W a212 94• (112') PRECAST 55/ 9-W (112-) PRECAST 326 512 23D 94' (1121 PRECAST SM 7a 11 147E 1M MM 23w eM ew ,Me ,w ,eve 2M 2Mp tad (12" PRECAST 475 19d (128) PRECAST 284 407 iW 19d (In') PRECAST 6w 675 Me 1 t 2M1 WD ie 11w 1472 17w 211w 23w IT-C (13" PRECAST 382 114• (IM PRECAST 2W 452 164 17'-C (13V) PRECAST N4 e01 6w tw7 1ID iM 170, 46t w7 704Aw TINY 153 iMsw 21W MM t2d (1M-) PRECAST 337 i2d (141') PRECAST 214 402 1ST IZO (iM') PRECAST 470 4w 724 w8 11 t 1ew 0o ee0 sa taoz t 1M 9M6 13'4• (116n PRECAST 206 18'4• (18n PRECAST 217 324 110 154• (IW) PRECAST 419 3w w7 Tw VIA-+ +aw 426 4w M 11W IM 1w4w iep 14'd (ion PRECAST 279 14'd (168') PRECAST 205 293 1W 14'd (766•) PRECAST 384 3w 6w rat eve , t2w 40 425 717 im , 1 1w7 IC-r (IM PRESTRESSED NA 14'd (176) PR WW-93E0 N.R. 254 /7 tad (IM PRESTRESSED 2w 24 3M#6 = w0 eve srs 00 M6 1 m 161 1131 1734 764• (184') PRWTREMED N.R 164• (184') PRESTRESSED N.R. 259 83 '164• (184") PRESTRE4� 224 2w Ma aw 4i e,e as ves M. Mf l 1061 1eve ir4• (2067 PREMRE� N.R. 7rW Wn PRESTRESSED N.R. 194 54 1rW Mr PRESTRESSED tM 102 2w 30e 46 we 6M 740 we 1 � 1271 Mmi 14A 794• (232') PRESTRESS® NR 194' W2'1 PRESTRESSED NA 148 52 17-C R32'1 PRESTRESS® 10 7w 2i =w 30 0 as 6a eve M1 sw , 7a 1227 21'4• GM PRESIRESSED Nit 21'4' On PRESTRESSED N.R. 126 42 21'4• (2651 PRESTRESSED 112 i1 307 3w 4w 6w eve 7Zd (ESP) PRESTRESSED 142 7M 2w 107. 3A M. e21 3/6 7M 4w 60e 6w l0Y no =0 004-) PREgntESSED NAL 2Z4r (IBA') PRESTRESSED N.R. lie 10 IN 124 22a 17604 eve 2M Ma all eve 4w eve 40 6i ew W-V Mn PRESTRESSED NA 2C-7 ( PRESTO NA In xG Nd Mn PRE87 12l i0Y Me w 4w am rn OMTHE fi 200 4LnEazz 1ffi NUMBERS IN PARENTHESIS REDUCTIONSFOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR -ALLVALUESTAXEN FROM 'BAFE LOAD TABLES• SYCASTCRETE ANY2075 BDMON - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE ►0141NUM 4'OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E C.P. CORPORATIONCASTELRETE DIVISION ACCEPTANCE #: I"125.03 ��oo000Q�D� ------------------------------------------w.-------w-- 8F16-lT/OM10B 8F16-1T101W0B 8F16-1T/0M/OB %%♦,%%%% I1LL % � i %♦`% 4*♦ 2 NO, PROVIDE BB1 WHEREROOF TRUSSES BEAR, TOP OF WALL EL. 8'�", UNO.op � %♦BFB- 4►1T/OM/OB� ♦%%8RF6-1T10M/OB 8F76-1T/DMIOB ♦ 8F28-1T/0M/0B ---------------L-------------- LIFT BEAM PLAN SCALE: 14'= 1'4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 WwwabdesigngroUP.com`AA #: 0003325 XTODIV. 89 LOT:SILVERADOLOT #22Pzto" OT# 04128.002-.22071 MODEL:4EBB "1828-CALL" GARAGE 21ITM4G: RIGHT PAGELIFT BEAM PLAN AND NOTES 150 MPH EXP.B L AR NO 93723 Dw� 06/03/19 SCALE: 1/4"=1'-0"SBEERs2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=T-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \- 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \ PLACE STEEL HEIGHT. pF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND A$ DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM 0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / z OQ F = FILLED W/ GROUT UNFILLED .T1\� NOMINAL #OF#5'S, IN2NDBOND WIOTH BEAM COURSE 16-1T/1M/ B NOMINAL�� 0 P� HEIGHT # OF #VS, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM THAT XFXX - 1T11 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST :%IFS' WINDOW SILL = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION Typ BOND BE BOND BEAM 1#5 TYR 81k06" �p BOND BEAM Bx16 DBL. BOND T P OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (i) #5 BAR.:: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF MASONRY BAR = WIDTH OF OPENING _2. BEAM DESIGNATION OR �1 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS rno PRECAST HEADER(MIN) — 2.4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN HE SIZE .300 MIN EMBEDM 114') 8" FROM EACH ENI 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-3116 Ti OR DRIVE PIN (MIN SHA SIZE.145 MIN HEAD SIZ MIN EMBEDMENT 1 1/4" FROM EACH END AND 1 O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN HE SIZE .300 MIN EMBEDM 114.)8. FROM EACH EN 18" O.C. MAX. MIN 1-1/4' EMBEDMENT ARCHWAY FRAMING DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 ww AbdwigngrouP.mm AA *: 0003325 4 O UUU U Sulwiv. de LOT: SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 MODEL: 4EBB "1828-CALI" GARAGE STfMG- RIGHT PAGE: DETAILS %150 MPH EXP. B ARCHITECT: SA��R�DA A ABO NO 937M A DwRMT 06/03/19 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 HTA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' ° 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER ! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. c3 E3 Z CA CJ9 n u n 1g I n n n u n u u n u II u = CJ3 II I 31 I II II II II II I II II II N F 1A CJ5 �__= n u I u u u n u u n n u u n == CJ5 3.1 � to _ A14G •t ------------------------------- to PREfABRlG47131 ROOF T1iU33E3 24" O.G MAX W a jAlA I ATTIC CCESS A11 A13 to --'— ` =— t — --- — t -- --- ------- A15 _ to yl At8 _—__— 7 a 7 a FRAMING PLAN SCALE: 1/4" = 1'-0' �f 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngmup.dom AA #: 0003325 h Q m 'c CS u1�►yj 6� � p Q y�� LL t' J, 11TITI: SVSDIV. de IAm SILVERADO LOT #22 PROJECT* BLK. #7 04128.002-22071 MODEL 4EBB "1828—CALI" GARAGE STIfEW0: RIGHT PAGE FRAMING PLAN 150 MPH EXP. B RO&M A AWOL AORA L_ _ AR NO "M j DA08/03/19 SCALE: 1/4"=1'-0" ts�rr s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2 114" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA76 TRUSS ANCHOR WTH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 1 Od x 1 112" TO TRUSS EA STRAP, FL#17600 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. 2" B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) COVER 2" APART TYPICAL TRUSS/ 1 a 1 b GIRDER CONNECTOR(S) SCALE:314"=l'-0" (2) 14 No.2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3) 12tl @ EA. TRUSSES IMiERE 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'-l" TO 60'-0 (3) "X" BRACE SECURE 218 PT. PLATE (1) "X" BRACE CENTER TO BLK W/ 12" 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 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1Od's @ EACH TRUSS TO BE INSTALLED @10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. �1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 34"=1'-0 OUTER WOF SPAN ONLY STM.- PLATE ---NOTCH DEPTH 1/4'D OLE EDGE>S/8" /--10LE DIAMETER / 2/5•D SGL. STUD STUD NOTCHING GNDBORING LIMITS LIMITS EDGE>5M" HOLE DIAMETER < 3/5"D DBL. STUD 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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-O" REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 WW Abdesigngmup.00m AA #: 0003325 Z 9 19 01 � A d d sulwiv. ae Lo SILVERADO LOT #22 BLK. #7 PROJECT 04128.00 —22071 MODEL• 4EBB "1828—CALI" GAPA0Z STM40: RIGHT PALM: DETAILS 150 MPH EXP. B DRINT w06/03/19 sCAxm- 1/4"=1'-0" air S3.1A A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TVP) 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2x6 PT. PLATE TO BLK _ W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/2" _ WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W O.C. MAX CONIC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED @ 101-T O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=,•-U' I 1441 N. RONALD REAGAN BLVD. L0NGW00D, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabde lgngrouRmm AA S: 0003325 a a G ti 0 O J .�LTS i dC LpT SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 MODEL• 4EBB "1828-CALI" GARAGE SWUM: RIGHT PAGE: DETAILS %150 MPH EXP. B AR *ffMOT' OF EL20 A ABOUC AR NO 937 rpRurr mmill Dw08/03/19 BCAXM 1/4"=1'-0" sin S3.1B f I 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d @ EA 4'-0- O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'7("BRA CE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) W BRACE @ CENTER (2)"X" BRACE DIVIDED EQUALLY ALLY 2xSUB- FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 21 WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 1T' O/C AND APPROVAL SECURED W/ (2)12E's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34"-1`0" PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroupmm AA #: 0003325 h b � � UUUU O mm aVHDIV. ea LAT: SILVERADO LOT #22 BLK- #7 PROJECT* 04128.002-22071 MODEL• 4EBB "1828-CALI" GARAGE aRIITG: RIGHT PAGE: DETAILS %150 MPH EXP. B DATE: 06/03/19 aCALM 1/4"=1'-0" alfz= S3.1C G/BlE - END — ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (2798) ZONE 3 = 33.53 PSF (41 3) "A"=4'G" END ZONE DISTANCE BASIC WIND SPEED: 15O MPH WIND EXPOSURE: "B" RISK CATAGORV: 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. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAIW LS 0 4" O.C. EDGESE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END_ ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK 2 12" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PERASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS4"O.C. TOP& BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J zs: Y Z = U y O � Q Z= z = . 0 m Y co co TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD' \ 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.C-1LJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE fi%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOTSHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACT 53D-13/ASCE 5-13 AST SPECIFICATION FOR THE DESIGN OF OR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON E HYLENVAPOR PROVIDE 6-MIL CONTINUOUS POLYETHYLENEVAPLED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGSSEAMS LAPPED 6 INCHES WITH ADHESIVE TAPE , PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 POE OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANV SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWIH. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACT 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TE-DOWMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non -concurrent 10 psf BTM CHORD non -concurrent DEAD LOAD 15 psf TOP CHORD (7 psf 4 ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST VIAND UPLIFT: 1 Opsf DEAD LOAD 20 psf TOP CHORD (10 psf w/ No GVPCRETE) 5 psf BTM CHORD BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTEN NGS° BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0. 036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATEGONNECTEO-WOOD TRUSS CONSTRUCTION: AND '7PI/ VTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALFLATECONNECTEO WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTI NUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WITHLIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 2DOpsf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: MOST,, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS' 3Gpsf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BV A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTI ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACT 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL BLOCK WALLS SHALL R ACEWITH MANUFACTURED IN CONFORMANCE WITH GRADE f m = 1500 PSI. BLOCK BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL U REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL G THE ARCHITECT. DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM OF TIHALLE RUNNING BOND UNLESS OhIERW SE NOTED. LAVLP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ED. LAY-UP AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERW SE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3I8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF ZOOO Psf, FOOTING PROPORTIONED AND MIXED AS OUTU NED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RE13AR 6X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTON OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE S, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy =35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ZODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+I- PRIORTO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 301 AND ASTM C 94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 15 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASONTHERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112' FOR #5 AND SMALLER 2' FOR #6 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER —C-ON SRE TYPE —NCI .— APPLICATION S. 1 1. SPACING REMARKS FT—IGTO MASONRY, CONO CASE NARDENEDCOIL 1 — LONG. S.O� G—EDOORSUCx TO MAEONRY/CONC SEE DETNL GEE DETNL SEE OETPoL SEE DETPoL x . N°.. 9.O.G STAGGERED WINDow'DOOR/FASfENED INTO MASONRYiCONC. Y/CONC. SEE DETNL SEE OEraL SEE DETNL SEE DETNL aLI11TLO e•oc vANDov4DooRrE Ewo IwoMAsoMRncoNc. —To vI.— CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS PT NOTES NDj3°�� -SHERolsT.,, to WC t„2'EMBED BEND. ,nEocEOlsr. FARING WOOD rz' EXPM'90N vuASRER oLr 2 BELGE. °-O'C .. GEDGEwsr. ol ENDDIST.,I t2• PTT 'SEE TES .1—SHER TAGGERED EDGE pSl. No 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 MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE FICA OR THE SPACING DETAILED ABOVE 6, W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W ERAS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SANG DOOR WITH A WOOD DOOR FRAME. IS MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 11441.N . RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www abde sigrlgroup-dom AA #: 0003325 x � Cml y � � ti SP S O LL Q LL d 9 61 d aVHDIV. & LAT: SILVERADO LOT #22 BLK. #7 PROJECT* 04128.002-22071 MODEL• 4EBB "1828—CALI" GAl2AOM 3Trng0: RIGHT PAGE: DETAILS 150 MPH EXP. B 06/03/19 /4"=1'-0 SNI ua�o &A 6�h 30? � �a Q