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189, 193, 197 & 201 OCEAN GATE DR - SFAT DRAWINGS CONTACTS DRAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY � 797 MAYPORT ROAD A-001 TITLE SHEET AND CONTACT INFORMATION ATLANTIC BEACH, FL 32233 A-101 FIRST FLOOR PLAN AND GENERAL NOTES 904-241 -1222 A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN ARCHITECT: A-1 04 ROOF PLAN Be. i: ch JULIANNE N. OVERBY, RA A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN 2452 PULLIAN STREET A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN H. .a:bI� t JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATIONS for Hll�'�1anit�yjnoverby@att.net A-300 WALL SECTIONS AND DETAILS 904-704-8628 ph 189 OC mAN GATE DRIVE UNIT 'A') A-301 STAIR SECTION AND DETAILS BEACHES 193 OC AN GATE DRIVE ( UNIT ' B� HHUMANITY ABITAT OR 797 MAYPORT ROAD 197 OC A GATE DRIVE ( UNIT 'C ') ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 201 OC AN ' GATE DRIVE ( UNIT ' D, ARCHITECT: Julianne N. Overby, RA ATL NTIC BEACH , FL 32233 Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 Q ADPLEX =ADD2BUILDING TYPE Q m v o 2 STORY, 3 BEDROOM Z Z Z Z N ATT, CHED SINGLE FAMILY HOUSES MN> > > - - _ Wwww ULPERMIT SET > > > > DATE ISSUED: SEPTEMBER 21 , 5 � p o 0 o V LU W w w Uj QQQQm AREA CALCULATION SUMMARY z a a z z Wwwwa BUILDING AREA ) BUILDING AREA (B) � V V V V FMFIRST FLOOR A/ 565 SQ FT. FIRST FLOOR A/C: 805 SQ FT. Q O O O Q SECOND FLOOR C: 605 SQ FT. SECOND FLOOR A/C: 553 SQ FT. � M ~ � TOTAL A/C: 1 ,170 SQ FT. TOTAL A/C: 11358 SQ FT. � r r N GARAGE: N/A GARAGE: N/A PROJECT TYPE: QUADPLEX-ADD2 FRONT PATIO: 120 SQ FT. FRONT PATIO: 99 SQ FT. DATE issue: sePTEnnseR 21, 2015 REAR PATIO: 55 SQ FT. REAR PATIO: 40 SQ FT. RevisioNs: STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING CODE SUMMARY BUILDING AREA C) BUILDING AREA (D) CODE JURISDICTION: DUVAL COUNTY FIRST FLOOR A/ 805 SQ FT. FIRST FLOOR A/C: 565 SQ FT. FLORIDA BUILDING CODE - 5TH EDITION SECOND FLOOR A/C: X53 SQ FT. SECOND FLOOR A/C: 605 SQ FT. OCCUPANCY CLASSIFICATION: R: RESIDENTIAL SHEET TITLE TOTAL A/C: 13358 SQ FT. TOTAL A/C: 1 ,170 SQ FT. TITLE SHEET GARAGE: N/A GARAGE: N/A CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) FRONT PATIO: 99 SQ FT. FRONT PATIO: 120 SQ FT. AND REAR PATIO: 40 SQ FT. REAR PATIO: 55 SQ FT. SPRINKLED: NO FIRE DISTRICT: NO SITE PLAN STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES SHEET NUMBER WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING A=001 MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (351-011). BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'-3" 2004 - 704.4 PERMIT SET GENERAL NOTES: ABBREVIATIONS: I 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER OHC OVERHEADCABINETS UC UNDERCOUNTER AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME 2. PROVIDE 1 HR. FIRE SEPARATION BOTH SIDES PER DESIGN NO. JH/WA 60-09. AHU AIR HANDLER UNIT OPT OPTIONAL WC WATER CLOSET SEE BELOW FOR DETAIL. CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD DR DOOR REF REFRIGERATOR WH WATER HEATER DW DISHWASHER SD SMOKEDETECTOR BLOCKING NOTES: LR FLOOR SGD SLIDING LASS DOOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 F HB HOSE BIB SH (#) SHELVES (QUANTITY) BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. MC MEDICINE CABINET MIR MIRROR 73'-0" STAIR NOTES: MTL METAL 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) �SEPARATION q SEPARATION q SEPARATION 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) WALL WALL WALL 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 209_0" 16'-6" 16'-6" , 20'-0" beaches 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. C A-200 WINDOW SIZE NOTE: � 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY -r Hu. WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE ani 10'-0" 6'-6" 6'-6" 10'-0" GROUND AND 5.7SF OF THE SECOND FLOOR. ❑ o o❑ BEACHES ` C) PATIO N UTILITY UTILITY N PATIO - DESIGNT NO.�,A _ -I HABITAT FOR :�%O1'SYMMETRICAL LOAD-REARtr+TG.��'.a1I.L A;�B£'�iBT.Y;FALL DESIGN LV � 3'-6" 2'-5++ 41_81 /2fifi8 8'CLG. I 8'CLG. 2fifi8, 4'-8" 2'-5" 3'-6" � HUMANITY I SIGHT .A _ I Ila 797 MAYPORT ROAD 100 3052SH I 3052SH o o / .., co ( ATLANTIC BEACH, FL 32233 TRASH w l C) EGRESS EGRESS 1 M I � (904) 241-1222 FAX: (904)241-4310 &A/C Fn I / I TRASH M1 L -_ o _ 0 _ BEDROOM #1 = - BEDROOM #1 &AIC _ o o f N N �, I �. o ARCHITECT: IM 8 CLG. _� _� 8'CLG. i�4'and tial :INominal:2'by 4'solid samm wood.studs lcaeaied 16"cc,with two top plates acrd a singlebottiam paste- DO � J 0)( r � - Julianne N Overby, RA ®Iiisulati�e n(ogti,ssa)I)_Glass fiber:tiati insuluatiatt,coiafoiva rig#o CSA-A-101+Mass Fibec Insulation> iz ra t - kg'm?: a + „ , 11 , n , +, , 11 , n i +, , ,+ N. 3. Gypsum Wallboard;Side A SS"T3'pe.X gypsum��ailboard,oriented vci icaH and&stened with 1-3/4"cup-head nTsu ri.ails,spaced a" w) 4-6 4-10 7-2 7-2 4-10 4-6 I 9-0 11 -0 Architectural and Interior Design arc at board edges and in field areas,or 1-1;2'''Tv pe s dn-v and ses+ews,spaced 8'.oc at board edges and in field eteas o£boards. , „ , n Gypsum Sheathing,Side B:518"Type X gyps=sheathing fWjened s'�ith l 3.4"long xoof ag nails spaced. ac.Sheathing edge�cxin�.shall 11 -0 9-� I be staggered�ot�t��z on ��sidcs.oftl� .all: U. I 5068 5068 3'-6° Julianne N. Overby,R.A. i Q Fibre-,r!ment.Eztee�ior Siding;SAG'thiA 1Iardipanel v-et-tkal siding applied ss per giamafacttu er's�S�sEall�kaDn rnstt�iicttons: � BI FOLD � I FOLD � / 2452 Pullian Street ' \ TCLOSET CLOSET � N -� Cl) Jacksonville Beach, Florida 32250 C' 1 3068 — — — — In — 1 - — — — — — / 3068 I W W 904-704-8628 PATIO 2 0 l -_A R&S N N R&S l � a PATIO Email. jnoverby@att.net Z I 10 Z I= = FL.AR-0017060 e FL.ID-4621 LL N A-300 W I o MIR AT ' 00 ROR o l w d o N ^ � ^ _ 00 Co I &4 Go lux) 8'C G. 8' LG. _ Goo p = m °O • 61_4„ 3'-10" 9'-10" o _ o �_ N TRASH &A/C a m V �. M � 42 � � 42 VANI M �3� 1, 51_4, °° MIN W VANITY „ „ 1 ,_ °° I 51_411 3,, p„ _+ TRASH &A/C I 4 6 3-2 3-2 4 6 I co ccoo 1 ( / M o �' PRE-FAB PRE-FAB Z N `Y' o � HOWE _ Z Z Z o=o 0 1 3 X3 d 37 x 'd ' o UTILITY o _ _ = N UTILITY _ 8'CLG. � oo e' 1 M CL R CL R / 1 N c°Oo � f/ s'CLG. fir/ `� \\ M N REF 1 U _3068 X3068 I U I FBF M 6-� W W W —� W 2x6 WALL 10 PA TRY PAN RY 01 LL leeoeem_ 9' 41, 8'CLG. ' 00 E A o O _ o � REF (= U I REF o CL 1 - � X78 co WOOD Fi`',41„IE CONSTRUCTION H R co cv = o r N ,, O , _ N c�i .� � o f �. 0 o O�I— = CODE COMPLIANT WINDOW INSTALLATION METHOD (F50-R103.8) D 7 Nd � Z � _ -1 1 � c O � I O I � o U_ � I co m Q CD WEATHER RESITIYE BARRIER CWRB3 APPLIED PRIOR TO THE W#NDOW INSTALLATION. Q m Q D V FLASH#NG APPLIED Q�8 THIS FACE OF THE MOUNT#NCs FLANGE. A— 1 LEAR 4. `Y' 0 c m _ I I 8'-6" `� m � a o � A-200 KITCHEN KITCHEN W W W �� SECTION A _ I s'CLG. � - 3-2 W W IN WATER SHEDDING FASHION, TWIROUa"UJIND U JAMB ©STARTING AT THE BASE OF O 21-41' 3068 / s'cLG. I v o KITCHEN o 1 =I 3068 _ TWE WALL s Uk7F4QNG TOWARDS THE TOP,INSTALL THE WFW ' _ ( _ �I 1.17 8'CLG. I i CD o TO THE FACE of Tim CV = O 1 KITCHEN O I \ - BATHROOM o a a a a SHEATHW ©SEALANT BEAD Ln O BATHROOM W I ,. _ �. O ° , p C1 M HEHMD MofaaTING M ° ° 0 I I 8'CLG: I ' 8'CLG. LO D 0 CD 0 V APPLY SILL FLASHING(4orB>) I:LANGE. N 8'CLG. i/(� 1 - ❑ U U Ll1 ---- 1 •• N (0 ` N _ APPLY BEAD IN SEALANT (� LL W S I= = I C� Co O A-200 AT BACK OF WINDOW d' FLAWSE TO HEAD!50TH HVAC > , 0 JAMBS.APPLY A - - - - - - � � I O 1 O I Oz z z FM JAMW.TEI PLY BEAD TO SEAL THE WINDOW FRAME TO OI'-'ENING. --- ' _ � > Fa - - - - - - - BOTTOM FLANGE LEAvTO A'Pt'L'r A%-NOM•DIA.TO THE sAmsipE � O + DW ° ° I I ° ° DW ' O mMQ R z 5 1 I GAPS. !INTERIOR)OF THE WINDOW FLAW36,IN LINE "T _ -- _ ME WITH ANY P7 -PUNCHED HOLES OR SLOTS. 2X6WAL __113 IS Nj \jH J N N J M I a a a SET WINDOW USIWa PAN HEAD SGRF_UJS TO FACILITATE FLASHING 4'-2 7'-0" 2'-6" WPI - - - - - - - - - - - - 2 6 7 4 4 2 SCOINSEcrlTOrt WH nH _ HV C WWJAM FLA54 NCs SEALANT BEAD BETWEEN H AC — ®APPLY JAMS FLASWM APPLY CONT.SEAL TO THE MOUNTING FLAWAES AT FLASHING AND MOUNTING FLANGE. V V V - - - 1 �' APPLY BEAD OF SEALANT THE D (HEAD)AND SIDES l SEALANT A WINDOW. Q 00 4'-211 4'-2" 5'-8" 2'-6" 1 2'-6" 6'_0++ 4'-211\ 3'-10" o M ECH O O O ® EMBED JAMB A&4IN MASHING ES SEALANT AND FASTEN � 14, 7K CD W O T-s'CLG. O AT HEAD sN PLACE. IFL.ASHING GOER OVER SEALANT). M ECH o � � APPLY►HEAD FLASHING ®�' ' ' N >Co LLI O _ N _ 7-8 CLG. _ g REMOVE PREVIOUSLY APPLIED %" VON aPE,ALLOWING WRs To LAY ' 'i O Cofn 04 1 CN O m — — — FLAT OVER HEAD FLASHIING GREAT ROOM - - - � M ~ APPLY NEW SHEATHING TAM /�" J': -' - - GREAT ROOM 8 L � 8 , OVER DIAGONAL cur-at:t=. � __ / � 8 CLG. � � � O f- -/ scuRE u TO G s CLG. 1 TORAG _ r N AT HEAD - 7 7 VARIES o O VAR ES 1 I N N _ J a 5 _ 6 10 PROJECT TYPE: 8 -1 0 5 Q Q Q I I 1 8 QUADPLEX-ADD2 FLASHING AT HEAD EXTs=NDS t" r ��JAMFL�N 7 4 I I _ � o 1 o I 4 0 7 DATE ISSUED: SEPTEMBER 21, 2015 0 3 I c� p J 00 3 1 N O / 5HEAD FLASHING 6 N 2 I O r-- I 2 6 REVISIONS 1 SEALANT i .- / EMBED BOTTOM OF THE HEAD J � J i a � � I 1 a 5 FLASHING AGAINST THE PREVIOUSLY 5 J I Q 1 Q Q APPLIED SEALANT!FLASHING GOES Q Q 1 Q i ✓ I OVER�� 4 I I _ U a' GREAT ROOM GREAT ROOM ti a 1 _ .5o I I 4 FLASHING.FASTEN IN PLACE. 3 1 (o J O 8'CLG. , 8'CLG. "1 -1 0 I 3 _ a + I I 1 Q O - N �. O I 2 T A I 2 ,IAMB FLAw'H#NCx , I J a EXTEND JAMA FLASHING TO / ' N OVE�AP SILL F G AMIDE TUCKTOP .AP OF JAMB FLASHING UNDER THE FLAP OF UM AT THE WEAR.SEE AIAGRAM. O I' \ I /// SEALANT = / _ ' I � N 2 ap _ - pp CO I i SILL FLASHING \ / ! coo \\ � A-300 - 1 1 cF 00 / ct Q - ~ 9H�M AND ADJUST WINDOW TO ACHIEVE SQUARE, d' N c� 1 � 2852SH 2852SH � o � ' 2852SH 2852SH � / N � SHEET TITLE ``••t PLUMB,AND LEVEL.CONDITION. USE COPMOSION � _+ r ® / I M6I6TANr FASTENS" FASTEN WINDOWS PER (V 1 N O ,� WINDOW MANUFACTURER SPECIFICATIONS. II I , FIRST : T I ATH SISTA T 1 _ '-2" 4,_p„ 3,_ „ 61.81' o\ 2 I 3,_2+, 4,_p„ 61_2„ i lWE ER RE N ` 1 CO \ _ g"` II -!// BARRIER -wR5 O o AT A 46 DEGREE ANGLE,CAREFULLY CUT THE _ / BARRMR ON A DIAGONAL.. GENTLY RAISE THE �,;, � A-Soo � � SEE NOTE 2 � FLOOR PLAN / TOP EDGE OF THE BARRIER UP AND TAPE THIS 1CD ! / j TOP CORNERS AND CENTER TO THE EXTERIOR ! 2 3 SEE NOTE 2 � / � 1 1 HR. FIREWALL '� 1 HR. FIREWALL _ BOTH SIDES WFRB 9U1ACE' °,�. 1,_p„ 2852 2852SH 1 1'-0" INTERIOR '~LISW _ A-301 A-301 BOTH SIDES _ TOP LEFT CORNER OF WINDOW _ o _ `� 2852SH 52S 6'-811 o i- -i r � H T-21' ,1 1 r� r � r GENERAL NOTES C) ❑J LOJ L❑J 2 8 41-011 3-2 61-811 6-8 4-0 2-8 LEI L❑J L❑ N ' 1'-0" SEE NOTE 2 17K 7K '-0" NOTES: 1, fleshing to be flexible self-adhesive type{min.,C wide) o 0 10'-0" 10'-0" FRONT PORCH 1 H R. FIREWALL FRONT PORCH 10'-0" 10'-0" o SHEET NUMBER sill pan flashing r BOTH SIDPL, r r M sloped surface 2• �sal to at feast depth of window,bus 2"onto face of wrt ❑� LO ❑l L❑ (optional) 3. the pal shall direct water to the exterior over sill flashing 1'_0" 1'-0" 1'-0" 1'-0++ sill plate 4. Install flashing around remaining window unit - - 5. weather resistive baffler to form water shedding laps see note ' SILL PAN FLASHING— weaffter resistiveUNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' �� NTS Cohtio�r#a 11 wall sheathing T Hab t t pr arf>ad b B4AF Firer coast Gha ter 9.11-2fd13 1 A �'J\ p IRST F PLAN PERMIT A-101 SCALE: 114" = 1'-0" A-200 � �� SET e GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER R&S CLOTHES ROD AND SHELF AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETECTC R BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GLASS DOOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (QUAN ITY) BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOUNTE FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CLOSET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEATER 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL ' 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 73'-0" 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OPNGOPENING Beaches MEASURED FROM NOSE OF TREAD. OPT OPTIONAL SEPARATION (� 16,_6„ SEPARATION 20,_0„ 20-0„ WALL 16,_6 WALL„ SEPARATION WALL WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDABUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND .... ..... ................ ....................... ................................ ............................................................................................................................ ............................. ...... ... . .. 5.7SF OF THE SECOND FLOOR. ' ' Hu an* I � BEACHES HABITAT FOR HUMANITY ' 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 I ARCHITECT: I N. Overby,juhanne RA Architectural and Interior Design Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 .................................._ . 8628 ... 70 04 '_ ” '- ”' '- " 6'-6" `:.3'-6'" 6'-6" 6'-8" 6'-10" 6'-6" Al Email: jnoverby@att.net 6-6 610 : 68 66 36 ; 66 FL.AR-0017060.FL.ID-4621 � ______ QmVO F—________-___ ____________ ____________ ____________ ____________ _ 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH M EGRESS EGRESS I EGRESS EGRESS EGRESS EGRESS I EGRESS EGRESS Z , „ „ „ , „ „ ZN 9-10 10-2 3�1111 13-4 13-4 3112” 10-2 91-1011 = N 101 1 `., » > M BEDROOM #2 BEDROOM #1 1 z � m I _ 8'CLG. 8'CLG. c p I m , BEDROQI ,#3 oa BEDROOM #2 J BEDROOM #2 co BEDROOM #3 o o I o 0D o� = W W W W N 8'CLG. 8'CLG. I I o O �' p O 1 8 CLG. 8 CLG. N > LIL LO to u- I ttttt� ttttt� ttttt� t,n m CO ttttttt N N „ 1-1019 I I \ / I 3,-1 0" 31-1011 '-1 0„ Q Q Q 3-10 3-10 _ se, , - / /30%6 q� 3064N oW W W WUjQ 068 �' X0 068L-1 I- _ �+ O = o ao 6' O - 0� 30 - - - R&S f- - —1 R&S — — R&S N �ATTIC� cv R&S a a a ATTIC 1 ' _ A ICS I I UD �AT IC i = 1 ACCESS 1 V _ ACCESS _ I ACCESS I o 1 , 1 p p AC ESS _ , L_ — — � N L_ - - -1 3068 I-cc -� w Jcoo I I COo - - - -� 3068 1 N N , „ (� , „ ,_ „ „ , „ / ' 13 *.15 ' o U_ o U_ -' 1 13 61-8" 2'-0" 3'-8" 3'-10„ c'7 3,_4„ o Z Z Z Z LO 3-4 3-10 3 8 2-0 6-8 / - �n to _ - � \ 12 „ „� I� vl m 12 _ Q Q Q Z i _ 4_ _ 6_g 4' 0" _ �� 15 Q - 15 , I = = I .� BATHROOM 14 W W LLI W Q 14 BATHROOM I I ,� 10 _ 8CLG. 10 = O I o I = I 8'CLG. 1 13 V V V V J 13 9 m I o U_ oc oC M � Cl) 9 M - - H 12 --I p o - I I m 3068 3068 m l 8 o v 12 O O O �I 8 / � � I 11 Q 11 C _ 7 pN /� , �\ N 7 i pin m 10 M LO 10 1 o VERIFY 16 I co J-' I 6 VERIFY o I 0 O Woud � � co o � 1 � TUB R.O. N 9 9 1 M TUB R.O. 5 = 1 I M = 5 I I 8 t� r r N 8 4 m I BATH RO TH ROOM m l m 4 7 7 3 1 s'CLG. 8'CLG. I 3 o PROJECT TYPE: QUADPLEX-ADD2 0 6 I � / _ � � I s I 560 I OD o � / , o VERIFY VERIFY o / \\� `'�' 00 0 1 5 DATE ISSUED: SEPTEMBER 21, 2015 4 ml c0 �� 1\� TUB R.O. TUB R.O. / �� I 4 3 w I V m N I N MASTER 0° I oc 3 REVISIONS: MASTER 2 BEDROOM BEDROOM 2 9,-4„ 3,_6,1 2,_ „ I 3,_6,� 91.411 8'CLG. 0 8'CLG. CLOSET p , o CLOSET NLL O 8'CLG. Cn 1 N _ �r = p Ico I D iso 00 �' I BEDROOM #3 0 o 0 1 1 o 0 o BEDROOM #2 - L — — — — — 8'CLG. 0 LL I ( CD U_ O 8'CLG. - -R&S R&s m 1 ' I m r h 2X6 WALL 2X6 WALL- 6,_8„ 3052SH 3052SH - I 1 3052SH 3052 6,_8„ SHEET TITLE EGRESS WINDOWS o I _ EGRESS WINDOWS s SECOND Ilk— 2X6 WALL h h 2X6 I ALL 3052SH 3052SH2X6 WALL FLOOR EGRESS WINDOWS 3052SH No 3052SH EGRESS WINDOWS PLAN 10'-0" 3'- " 6'-6" 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 10'-0" 20'-0" 16'-6" 01 16'-6" 20'-0" SHEET NUMBER UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' i 1SECOND FLOOR PLAN PERMIT A-102 SCALE 114" = 1'-0" � ��\ SET SLAB NOTES: LEGEND: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM -4" INDICATES ASTEP-DOWN OR RECESS IN EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING INDICATES SLOPED CONCRETE SLAB @ 1/8" PRESSURE OF 2,500 PSF . IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SLOP PER FOOT (MIN) VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. j 3. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) Cr SEPARATION CL SEPARATION Ct SEPARATION 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSSWALL WALL WALL 20,_0„ 16,_6„ 16,_6„ 20,_0„ es ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ALL LOCATIONS. Bea Ch 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. H.a i . a. t b t 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE16'-5�2" 16'-5Y2" forHU.unit FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) �2" ' 2'� NOTE: ------ ------ __________ BEACHES ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF = EQUAL -E—C!UAL r 6'-6" 6'-6" r EQUAL EQUAL HABITAT FOR TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. -1 -N I � w I I I I w I N lid, _ o o a_ .1 : HUMANITY I w � I I - U) w l 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 F (904) 241-1222 FAX: (904)241-4310 I SLOPE �'-----------------� r--------------------� SLOPE I I I I I ARCHITECT: I I I I I 'cv co M II Juh anne N. Overby, RA 11,_0„ I I I I 11'-0" Architectural and Interior Design 1 •' Y2itY2 Julianne N. Overby, R.A. I I I I I / I L—— \ 00, 2452 Pullian Street 100 / Jacksonville Beach, Florida 32250 3,_6„ 3-6 \\I I I (/ ----------- 904-704-8628 -----------� l l Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 I w I 8'-11 Y2" j2" %2" 8'-11 Y2" I I O I Ilw I I wli I I �, �� ..� �� 0 -1 1 cn I Il = I I = ll I I co a °° ill I I m V l I� --- --- --� IIS I i wll r - ---� , I M i I w `_o I I l co I I i l l I`_� a 13-1 I - - I o M I Ili I I SII IM O 1 I - _ T I Z "I � II = I ' I = II (n � Z Z Z N Ila I I oll _ _ = N lIOU %*Moo "'111111111110 D I I o I I ILU W W W J IO I � I - .. OI �� > > > LL I ; p / I I lw I I W , I I I D V '�� I l o I l o l l I > I I > ' I , I '9 o I w a p /p 10 I I 001 I I y\ I W W W l �t' I I I I I l G\ ,o 1"= �" FM �"�"� I O�iJ` I I I I -9\7,_ I ~ m � \ I aaaa �*-A I ,N0 I I p�i � I Si,�J Z Z Z z � I � � o° \moI Z � II aaaa I I Wa I ww w k� —� l l I I I I V V V V I IL-\A i I l I I I V_ I = 0 O O 4CN ~ o I I I I I I 1 I a M I I I I l I I I I co M ~ l I l I I i I I 00 I I l I l l I + ,_ I r r N I401-011 I I I l I I 0 I I WISHED I I I I ( i FINISHED I lLOOR l i I I i I FLOORI PROJECT TYPE: QUADPLEX-ADD2 I +01-091 AVD FFE = 14.56 I I 00"l l _0$�+ ,_ ( ' I NAVD FFE = 14.56 l DATE ISSUED: SEPTEMBER 21, 2015 , l II S I I � l I I I FINISHED I l FINISHED I I I REVISIONS: I I I FLOOR I , I FLOOR I I I I I NAVD FFE = 14.56 I I NAVD FFE = 14.56 I I I I I I l l I S I I i I I I r l I I l I I I I - I I I I I l e l I l i l 1 I l I l I I I l I ( I SHEET TITLE FOUNDATION CV I I I I N ww PLAN °- -0'-1/2" -0'-1/2" a. p O - CV ❑ ❑ ❑ w 4-1/2" 4-1/2" w ❑ ❑ ❑ a � 0 o SHEET NUMBER El 13 El EXPANSION MT. �! !� Y2" EXPANSION MT. Y2" 1 EXPANSION MT. 1 EXPANSION MT. 10 A 103 19'-11' 161_511 161_511 19,_11" on UNIT 'A UNIT 'B' UNIT 'C' UNIT 'D' 2 FOUNDATIC)N PLAN PERMIT A-103 SCALE: 114" = 1'-0" SET FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER - (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL INSULATION BAFFLES BETWEEN 12 EACH TRUSS ROOF SLOPE HURRICANE CLIP @ EACH TRUSS VARIES - SEE STRUCTURAL DRAWINGS S ROOF 2 2x PLATES - SEE STRUCTURAL LAN Beaches (1) LAYER OF 1" DENSEGLASS EXTERIOR GOLD FIREGUARD CL SEPARATION (t- SEPARATION CL SEPARATION ATTACHED PERPENDICULAR T0 UNDERSIDE OF TRUSS TAILS WALL WALL WALL WITH 17/8" 6d COATED NAILS AT 12" O.C. OR 13/4" TYPE 'S' DRYWALL SCREWS AT 12" O.C. ....HI a bit. t. an* y' EXTEND FIRE SEPERATION THROUGH EAVES AT EXTEND FIRE FIRE-RATED WALLS SEE PLAN FOR(6) LOCATIONS for: .Hu. SEPARATION METAL DRIP EDGE OVER METAL _______-- —____ ----- --------_ BEACHES WRAPPED 2x6 FASCIA R-30 MIN. BLOWN-IN VENTED VINYL SOFFIT -4" Typ," INSULATION - d— - p Q- HABITAT F O R INSTALLED PER 1HUMANITY MANUFACTURERS SPEC. /2" GYPSUM WALL BOARD. MUD AND TAPE ALL JOINTS AND ---__—_-- —_—_— ------ --------- 797 MAYPORT ROAD VINYL "F" CHANNEL FASTENER HOLES. SAND ALL ATLANTIC BEACH, FL 32233 SURFACES FLUSH. (904) 241-1222 FAX: (904)241-4310 R-19 BATT INSULATION 12z z 12 HURRICANE ROD SYSTEM U. > w L UW p 3 3 ARCHITECT: SEE STRUCTURAL DRAWINGS � o o � I . I Julianne N. Overby, RA A SaFFIT DETAIL A-102 SCALE: 3/4" — 1'-0" d--- -� Q — -� Architectural and Interior Design FIBEF GLASS FIBERGLASS Julianne N. Overby, R.A. 2452 Pullian Street AS HALT ASP ALT SHINGLES SHINLES Jacksonville Beach, Florida 32250 r r 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 I o i ^ ^ I --------- ------ I Q hN m c� EXTEND FIRE EXTEND FIREROOF—/ N r I METAL ROOF METAL ( M I BELOW SEPARATION SEPARATION BELOW Z ZZ z N ------------ ------ -- - --- ----- -- ----- ---- -- ---- .— ------------ > > > > N I NO PENETRATIONS , NO PENETRATIONS NO PENETRATIONS I J WITHIN 4'-0" OF THE WITHIN 4'-0" OF THE WITHIN 4'-0" OF THEW W W _ I 2 HR. FIREWALL 2 HR. FIREWALL 2 HR. FIREWALL I > > > LL i > ► I I p � O � V w w W W Q I I FIBERGLASS LU I Q Q Q m I ASPHALT Q I SHINGLES � 0 V 41_011 41_011 41_0 A,_O,1 , 41_011 41_011 ( Z z z z ( 48" OFF �} 48" OFF I RIDGE VENT RIDGE VENT I w W W W Q zZ I VVV -IJ I LL W W I V I LL > RIDGES. U_ > --p I 0 O ° � � � 12 I Q I 12 0 0 Vo , coo 4 4 I oo N N I r r r N V 17 PROJECT TYPE: QUADPLEX-ADD2 I I DATE ISSUED: SEPTEMBER 21, 2015 I FIBERGLASS I REVISIONS: ASPHALT SHINGLES f 12 12 4 4 I I I SHEET TITLE I FIBERGLASS FIBERGLASS I -------_---- ------- ASPHALT ASPHALT -------------------- ROOF SHINGLES SHINGLES PLAN IN I I I N METAI ROOF ---------- METAL ROOF—/ N I I BELOW EXTEND FIRE I Q- BELOW I C ----_-- ---- —_—_--SEPARATION — EXTEND FIRE I EXTEND FIRE N METAL ROOF—/ -----------------�------- SEPARATION II SEPARATION SHEET NUMBER II BELOW N METAL ROOF -------------------- BELOW .. E UNI 'A' UNIT 'B' UNIT 'C' UNIT 'D' 2 ROOF PLAN- 4.011 PERMIT A-104 SCALE: 1/4" = 1 -0" SET e ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE—TYPE SWITCHES. 4� 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 4E� 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MO JNTED ► TELEPHONE OUTLET -69- SWITCH Beaches -4- SWITCH-THREE WAY ' o-� PUSH BUTTON SWITCH 6 Hab i a, ® DOOR BELL CHIMES i t J�ti 0 0--i CABLE TELEVISION OUTLET r: Hu anity* - LIGHT FIXTURE-CEILING MOUNTED LIGHT FIXTURE-WALL MOUNTED BEACHES 20 XHHW AL � � HABITAT FOR 0 SMOKE DETECTOR-CEILING MOUNTED i 150 AMP PANEL Oi SMOKE DETECTOR-WALL M UNTED � HUMANITY 797 MAYPORT ROAD ® EXHAUST FAN �/ , \1 ATLANTIC BEACH, FL 32233 ELECTRICAL METER AND 150 AMP BREAKER ELECTRIC PANEL \ (904) 241-1222 FAX: (904)241-4310 © r Qo Qo 3" CONDUIT, RUN TO POLE Lo QUICK DISCONNECT 0 00 ARCHITECT: EXTERIOR WALL ELECTRICAL SERVICE RISER m 4 �_ D M FLOOD LIGHTS - DUAL HEA 5 m � ' \ ` OX ; z i z LI,HT LIG3Or Julianne N. Overby, RA 1x4 FLUORESCENT + (� (PREWIR ) I ( IRE FAN) Architectural and Interior Design CEILING MOUNTED LIGHT $ FIXTURE Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: III,FL.D@ai t. net Q m V p o � o , Z Z Z Z 04t �- - M Lwj W 1 ri I WWW - _ i = LL ca LUJ ly V0 \ I I I / wYO �. .. 0 Go � n ,�� I - - I �+ In M> U p p D p V In 0 W W W W + I I ' I I ' �-' W F 0I -I ~ m .00 , � FM Zz z � I oow Z 0 LV7\t_j HVA VAC - WW W VVV O O O O HVALC WHH W PROJECT TYPE: QUADPL-EJX- ADD2 0 DATE ISSUED: SEPTEMBER 21, 201 5 01, x 0 REVISIONS: pop. LIGHT LIGHT LEV Q (PREWIRE FAN) I I + (PREWIRE FAN) i I rU LIGHT LIGHT + I + (PREWIRE FAN) (PREWIRE FAN) i +TO LIGHT ' TO LIGHT I i / ABOVE ABOVE i ' SHEET TITLE \ OL T TqAGHT / FIRST F ABC E / ABOVE 0 ELECTRICAL LAYOUT PLAN TEL r r r r , F � r SHEET NUMBER LfJ LNJ LLJ , LJ LOJ L�J r � r � rLJ L�J IL L�J O i UNIT 'A' UNIT 'B' I UNIT 'C' UNIT 'D' 1 IRST FLOOR ELECTRICAL LAYOUT PLAN- PERMIT A-105 SCALE: 1/4" = 1'-0" SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER TOOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. ID: 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 4H� 110V DUPLEX-AFCI OUTLET � 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET � SWITCH -64 SWITCH-THREE WAY Beaches o--i PUSH BUTTON SWITCH � DOOR BELL CHIMES Hab' 0--i CABLE TELEVISION OUTLET I 'forHu.. tat -0- LIGHT FIXTURE-CEILING MOUNTED � 20 XHHW AL � LIGHT FIXTURE-WALL MOUNTED � � BEACHES ___�..... _... T _ .... C HABITAT FOR Q SMOKE DETECTOR-CEILING MOUNTED i , i 150 AMP PANEL O+ SMOKE DETECTOR-WALL MOUNTED � f HUMANITY 797 MAYPORT ROAD EXHAUST FAN ATLANTIC BEACH, FL 32233 ELECTRICAL ND 50�AMP BREAKER { (904) 241-1222 FAX: (904)241-4310 W-.3 ELECTRIC PANEL 3"CONDUIT, RUN TO POLE � EXTERIOR WALL ELECTRICAL SERVICE RISER � QUICK DISCONNECT ARCHITECT: FLOOD LIGHTS- DUAL HEAD Julianne N. Overby, RA 1'x4' FLUORESCENT Architectural and Interior Design CEILING MOUNTED LIGHT i FIXTURE Julianne N. Overby, R.A. 2452 Pullian Street � Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 �I 1 � � H H H M Z Z Z Z N --- ---- -- -------- W0 0 db WWWJ Lim > > > > LIGHT � LIGHT LIGHT � LIGHT 1 � � , 1 �LIGHT� P� p PAN) � PAN) � � �LIGHT(PRE FA ) � i (P � (P I�� N) i (P IR N) (PRE FAN) W Q G) ` � o Q Z Z Z z -I � 0 0 0 0 0 f, 0 I �7 7 F_ —1 0 0 � � ( TO ' WITC I i � I WITC TO TM r r N SWITC � � � ELOW I � \ I ELO 0 ]� I WITCH B"LW � �J PROJECT TYPE: QUADPLEX-ADD2 � T11 IBELOW �, � � �� ,I I DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: > Y,\\ SHEET TITLE SECOND FLOOR � � (PREWI0 GHT REFAN) � ' GLIGH'TJ � ELECTRICAL (PREWIREFAN) LAYOUT h ==a h d � PLAN UNIT 'A' UNIT 'B' UNIT 'C' i UNIT 'D' SHEET NUMBER A- 106 ("2SECOND FLOOR ELECTRICAL LAYOUT PLAN � ti '� PERMIT -106 SCALE: 1/4" = 1'-0" � SET • •; . + 23'_5" A.F.F. NOTES: ELEVATION � . _�. . .. 1111.. 1111. 1111.. 1111. 1111 . ," •. : .:....... 1111;:. ..::::::. ..:....: .:: .;...... ....::. 1111.: _11;11:. :.:. . ..::::. 111;1. ::.;:........ . .. � .. ... 1111 1111 .. ... 1111. 1111 ... ... .. 11;11 RE RETARDANT TREATED PLYWOOD. 1111... .. ,.. WINDOW TRIM BUILDING HEIGHT 1. PROVIDE 4 0 MIN. NON-COMBUSTIBLE FI ��• 1111.. 1111:. , .F.,... 1111:. 1111,, ........ . 111,1. 1111.. _ .. 1111. 1111 1111,. ;... - 1111..: ., : 1111 1111 1111.. .. .. . ... 1111... 1111 1111.. 1111.. ... ..:. . ........ 1111.:,. .,1111. ::...... ........ 1111..: 1,111.. ...:.... 1111.:. 1111 1111 .. .. 1,111. 1111... ..;............. n n .......................:.:........;.......... :.....1111..>...........::........... >......:.............. .. ....... .. ....... M : . ...:,..... ...:....� .. � HEAD TRI • 1111 : .. 1111, .. ... 1111 ....:... _;1111... . ......... 1111.. ........... ..<:: . ..:..,., 111;1. _ ;.._., :....:... 1111; ..: ,.......... � ... 1111 1111.. ... : .. 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(904)241-4310 ...... .:... . .. ...... ....... ...::..... »:»: 1111 :: UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' NAVD FFE 14.56 I ,11 11. ,:..,........ .. rA FRONT ELEVATION STUCCO OPTION - .r 1,111 1111.: 1111.. 1111 ..1111 ........ ' 1.11,1_. 1111... 1111 1111 1111... 1111. - 1111... _ - C :.....:......1111.., 1111:- ...:......-1111..., :....... ...,...... -�....:... 1111: ....:.:.F: «1111.. 1111... 1111.. 1111.. 1111... 1111 1111... 1111... • 1111::. ,....<::,:_: :.. SCALE 114 1 0 1111;.:. ... ..r... . . 1111... A 200 " ' ,,:: 1111 . .. ... ............... 1111.; .;.., ;11,11. , 11.11 .;. :,,,. 1111: 1111.. ... 1111. 1111 ,.. - � : 1111. 1111.. 1111 1111 .. ... 1111... 1111.. 1111. . : : 1111 ... .. ... : . 1 ::::«::::..:::.:...... :. .. 1111.. 1111.. .. 1111 1111.. ..r. , ....... ...... ,r. : 1111 .. 1111 .... ..:.., ........ Overby, RA ..: .. . ... ..:�: 1111. 1111:.. .... ..... .. , 1111 ...... ... ..., 1111... ........ .... 1111.. ........ ........ 1111. :::.... . ..... 1111. .. 1111... juhanne . 1111 : ...... . . __ r...r..»r 1111. ... 1111.. _:. _ 1111 .. .. :,: 1111: : 1111 ... 1111. __ 1111 1111 :.....:....._ .:.. ....... .....:........... ........ ..:..... _�::. . .. . ::::::::::::::.:: 1111: .. : .;:• 1,111 .,.. 1111. Architectural and Interior Des :.......:..:............:..... .: .. ,.. ::...... 1111. :....:::. ........ ; ...:::::. .......:: ...:::.:... . ._...:::...: .:....:... . .:::::. .....:::. .::..,::: .::.:.:.:, .::.::::. :::.::::...... 1111.. 111;1:. ..:.::... ......... ........ ............. ..... . ........ ......... ........... ............ ... Overby,R.A. .......:: .. Julianne N Ove . 1111 ... _ .................. 2452 Pullian Street .. ..... .::..... ac , Florida 32250 : ::. 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FL.AR 0017060.FL.ID 4621 .. 111,1 ,. ........... 1111 1111 ... .. ......... ... .................... 1111... .... ... .............. .. ..... •': 1111 1111,:. ......... ....:............. 1111 12 111,1 . 1111 . ... : . :.:.:.... ... :::::: ...:::::........ 1111.. .: 1111.:. , ....:.....,.:...:.:.. .,....... 1111.. .. 1111 ..r... 1111 11,11. : 1111.. ...... ........................................ .,.......,,,. ,, .. 1111. ........ 1111... »» 1111 ......... ......... .....:..... .. ..,1111.!1111.......:.....:.....:.:...:........ . .. 1111. 1111 1111.. : ._1111::. ... . .......:.::............ ............... ..................: ........... .:..... ....._1111 ......... :. 1111:.. 1111. .. :::::..,.....:........: 1111 . ................. ................. � .. 1111... 1111 ..,: , ... . .:.. .. . _ 1111.. : . ..: ...... .:... 1111. a . 1111. 1111. . ............. ...... .... .. ........ 1111::: m _ 1111.., 1111. . 1111 ... _ 1111 .. . ...::. .::. :::.:: ..:.::.. ....... ..... .:.. : ..... :..........:. .. ....................... _..... ..:...: ..... . ..:.:. . .:.:.:... ....... . . ... .... ... 1111. ... ..... ... .. ..... ....... .. . ..:.. ... . . . ..... ...... 1111 . 1111 .. . . 1111:: 1111 1111. 1111.. .. .. ..... ...... . ... .. ... .. . . :: ....:: ..... 1111. " . 1111 : : : : : � . 1111 . � � : ........ 1111 1111. .:. :... ........ . . ...... ... . . _` : . . 1111 . .. .. . ... ... 1111. 1111 .. . . , . . .. 1111:. 1111:.. 1111 :. ..... .:: 1111.. ...:. ..... .: 1111 ... ..... .. . . . .. .. .. 1111. . . .. . ..... ...... . ... . __ ..:.. ... ....... ...... ... . . .. ...... ....... ...... ....... ...... ....... . .. . . 1111. 1111 . . . . . . _ 1111 .. , 1111. 1111: .. "1111 .:. ......... ....::..........:. . . . . : ._ . 1111. . .. ...... ... : :: ... 1111.. . ..... ..:... ...... . .:: : . . 1111 .. .. . . ... . ...: ..... .. .... 1111: .. ..................................................... . 1111 __ ... .... ...... ....... .. ...... ... 1111 . . : : . 1111... 1111.. . 1111 ... .. .: ... . . 1111. . _ _ _ 1111 .. :. . . ............ . . .... ....... .._.. ......... ..:... .:: . . ..... .............. . .. ........ ........ .......: ...:. ... ... .. _ ___ _ _ . . 1111 : : . : 1111 .:••��. . : 1111 . . . . _ � _. 1111... 1111. .....:.�....................:.... . _. 1111... . 1111. . 1 ��.... ... .......................... ......... .................. 1111 . ..... . .. ... ....... .. ..... ..... .. ..... .. .. 1111 . 1111. .. . . . . . . . .. 1111 . : .......... 1111 ... .. ...... .... .. ...:... . . . ....... ...... . .. . _. 1111... .... . . .... ... . 1111 . .:.. .:... . . . 1111.. .. . . _ 1111.. ..... ....... 1111 0UI0m"mJ*I 1111:: ........: .. ... .:.. .... . ...... ...... .. .. .... ...... ...... .... 1111. 1111. .. . .. ...... 111................... 1 1111..: .. . : 1111. _. _ .... .. .. .. _1111.. _ __ ___ __ _ .. . ._ _1111 : . . . . . 1 �� ....... ......................... .................................. . 1111 . . : 1111 : . . . 1111. 1111 11.11 . . . .. . .. 1111 . . .:..::...::::�::::::::::::::::::::.::: ........:.::::::::::.:»:. 1111 .. , . .. ................ . 1111 .:, 1111 . : _ : . . . . ..... .... ........ .... .... .... ... 1111. 1111 .. ... .... ...... . ._.. .... .... .. _.... .... ........................ . � ..... .... .... .... . . 1111 .. . 1111 : Uj . . 1111 :. . . . . . ......... 1111 ............ . :.:.: :::. . .. .. : .»1111 �r. : . . 1111 .. . . . ........ 1111 . ... ......... ........ . .......... ........ ........ ....... ....... . .......... .............. .. _ ...... .. . . 1111 . .. _ .: 1111 . . . . . . . . 1111... 1111..: _ .. ..: :::::.: 1111 1111. . : : 1111 .... .......................... ......................................................... .... . ........................................................................................... .............................................. . . ............ . . : . ........... . : . 1111 : . • • 1111... 1111. .: 1111 .: . � : 1111 . . :. . 1111 1 .. :: 1111. : . ..: . : . : . . : . 1111 1111.. . . ............................................ ......... ........................................... ...... ............. .. . . 1111 ................... 1111»:. .....:....:.: � 1111 . »: . . . . . • . : 1111 . . 1111 . • • a UNIT D _ 1111 r. ,1111. ,.:::.:. ..:... 1111... 1,111.. ........ :.....:.. ...,. 1111... 1111... ... ......:.• EVATI N _ _ __ _ _ , L O _ . . E - f RIG HT T ..:�: : ......... 1111.. . . .......... ... .. � n ......... ....... . . 1,,,111., ,.....,.. ,1111..,,,,, 1111 -, 1111 . : : 1,111 .::«::::::::«::::::::::::::::.. ::.:::::.:...::: ...::...:::::.::.:;»::::::::::;:::::::::::,::::::::::::;:::::::.:::,... - - - ................................... .. 1111 . A 200 SCALE. 1/4 ... l r . ... 1111. � - : • zL0wz00U"% . .............................................................................. .............................................................................................................................................. ................................................................. ...... ......... zW0Uz0wJ%I% zW0Uz0"JWI 0%0 : 1111. ......... , Uj • � - - : ; . : •. �. �• . •. . •. .� . • . , . . . . . . • . . 1111. . W W W LOUVERED : . •. � .. . • " - � • • . . �. V V . . V SCREEN WALL • � • .. ... V (NOT SHOWN � � � . � . � � • .. � �.� .. � 00O FOR CLARITY) . M TM TOM O N UNIT 'A' PROJECT TYPE: QUADPLEX-ADD2 D LEFT ELEVATION A-200 SCALE: 1/410 1'-0" DATE ISSUED: SEPTEMBER 21, 2015 = :.. .:...................... .............:........... ....:.:. ......... .. ...... ... ..... ............:.. . . ........ ....:..:.. , 1111.. ....:.... ........ ........ ......:.. ...:.... ... :,........ REVISIONS: : 1111... 1111... ... 1,111 1111. 1111... 1111. .,, ., _ __ __ _ _ _ _ _ .. 1111.. .. _1111. -:.. 1111 :. .«... 1111. 1111 :.r::: 1111:: :: 1111... 1111.. 1111 1111 : ... .......:::::: . 1111 . . :: : .. : ........ .: 1111 1111. _ _ _ 12 : : : : ... 1111 ... ... ::::::..:...::::::. ...::::::. : _ _ .. 11,,11 .,,.. .. .. .:,,. .. .. 1111. ... ..F .. .. __ .., 1111... :::::: :::::.::. 1111. . 1111::: ::::::::....... ::: 1111:: 1111 ....::.:... .. .:: 1111.: 1111:.: ..:.:::...... .: ...:.::: 1111. 1111.. .:.::.... . .::,:.. . : 1111:. . . ... ... :_,. 4 1111 .. : : .: : : 1111- ... ::. 1111:: 1111: 11,11. 1111:: .:;.::.::• ..... ..;:::::»..::.:::::::::::,::::::::::.::.:. � 1111 :.,: 1111. 1111 1111.. • : _ :_« 1111... :..«:. 1111:: 1111:. 1111.: 1111:. :-1111 1111: ..:_ 1111:: 1111:. 1111:. 1111» 1111.. 1111.. 1111. :.«: «1111 1111.. . :. 1111.. ...:.. ........ .::::::. :.:::::......:.:::.:......::::::..:....::::::......:::.::.......::::::.............:.. ... 1111 ,......... 1111.. 1111... : .. . . .. : .. . . . . . : :..:::..:..>:::.:. ...:.:. ,1111... 1111. 1111 11,11... ....... ...... 1111,... 1111... ........ 1111. 1111. .. .. 1111 1111.. .., ,.. ... .. 1111 ... ... 1111. ... 1111. ... ,. 1111 1111 .,,, .. _ ,.. .., .», „F.. - .. . :......................:........................:...... 1111.. : . ............... ... .. .......... ... .............................. .................... _ 1111. 1111. 1111 1111.. 1111:. ... 1111 ................ ........ . _ 1111... :. 1111.. ._ 1111._. r F ,.. : «::: ,« «::. ,::: .::. .........:.. 1111. 1111...-.-- ;:::«:::::,:.::::::::.:.::: � 1111 .. ... I ..... 1111 ..... ........ . 1111 1111,. ........ ........, 1111.,...,........ _ _ _ _ 1111. 1111: ......... ......... 1111. ......... ......... .. ......L .... _ 1111. ........:1 .::.:... 11.11_ .::...... _ T _ __... ..::............:........... . .....:... ........: ....:.:.... ..::... ...:.:::: .::::... ::.:.::.. ...:..... ::.:...:. ..:::....... 1111. :.: .::.:.:.............:::. ......:..... ....._: 1111 ....:::.. ......... ................. SHEET TITLE �.N...... 6 S E ... ................... 11,11 _ ... .. 1111. _ ............... ., _ ,.. ,............ _ _ _ 1111 1111: 1111.. ........ . :...:.... .:..... ... . . .:.................... «..: «1111 1111 . .. .. 1111.:.«1111. 1111 :.. 1111»......... ...................rp.........I.-......I--.............. .....................0 0,0.0 ....-L.... L -r........................L........L.L....L.......L.L...... ........... ............I..................................0 0,0......... . ...........................0....0 .................................rr.p............................... ................................................................................ ... . ..... ... ...... ...... EXTERIOR ...................O.-......0........................... .... ............................................L....L .p p ....................................-L.'L..............rpr,rp ...............-L............rr.......0................0............ ............0-.0.00.0 ................................................0....... ....................... .......... .................................. ................ . ._ .. ELEVATIONS .......... ................................................. .............. .................... ...............r.......I ............................ ......... ...................... .........,L,,,L,L,,L,,,',L...... ...............................L....... ........ ................ ......................L.... .......................................... ... • 111-011 .. . . •: . .• .• . . " 1,1,11: 1111 _ ... _.., .. ... ... .. .. , .. :. 1111:: . 1111 1111: F 1111. ... _ »1111:. »»::. 1111 .. . 1111:.. : 1111. r _ 1111 - 1111... 1111.. 1111... 0 M� . ... 1111.,. 1111. 1111 N .. ; 1111 .. , r 1111.. 111,1. . . r 1111. 111,1. 0' M.IN. .. : .. :. ... 111,1 ..r..: 1111 1111 ..., F ., --..., -1111 . •; '" F i " i % 'r 1, 'r .. .r MTL. STANDING SEAM ROOF "" � � � MTL STANDING SEAM ROOF • SHEET NUMBER • i - P.T. 2x WOOD RAFTERS i. n. 01 P.T. 2x WOOD RAFTERS&GIRDERTYP. &GIRDER(TYP.) 11 .11,. . ." . • � ... RA KET TYP. � P.T. BRACKETS (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) . . �� O E.2 I "SE•E. N TE�2•� ..• " - 4x4 WOOD B GLASS LIGHT EXTERIOR DOOR GLASS LIGHT EXTERIOR DOOR UNIT 'D' 6X6 P.T. WO D COLUMN UNIT 'C' STUCCO CONTROL JOINTS UNIT 'B' 6X6 P.T. WOOD COLUMN UNIT 'A PERMIT rc REAR ELEVATION POST W/ 1x8 RIM PER MANUFACTURER'S POST W/ 1x8 TRIM _ LOUVERED N WALL RECOMMENDATIONS LOUVERED SCREEN WALL t 4at A-200 SCALE: 1/4„ - l'-O" FOR TRASH &A/C UNITSET GLASS LIGHT EXTERIOR DOOR I Beaches HI.... a.b. . ATTACH 2" METAL * ye C—CHANNEL TO TOP OF I OSB SHEATHING, USE FIRE—TREATED for .Hu an. it. GYPSUM LINER PANEL , CL PLYWOOD WHEN AT A MINIMUM SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL PRE—ENGINEERED BEACHES WOOD ROOF TRUSSES IleFIRE RESISTANCE RATINGS — ANSI/UL 263 w HABITAT FOR U '� HUMANITY IL Design No. U336 V. �_ 797 MAYPORT ROAD NOTE: NO ROOF PENETRATIONS December 06, 1996 Exposed to fire from separation wall side only Q ATLANTIC BEACH, FL 32233 WITHIN 4'-0" OF FIRE WALL Nonbearing Wall Rating — 2 Hr Z X. (904) 241-1222 FAX: (904)241-4310 ALIGN TRUSSES WITH INSIDE Finish Rating — 120 Min 146 3 A EDGE OF FRAME WALL R SEPARATION WALL: (Max Height — 44 ft) � CONTINUE " GYPSUM WALL 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs ARCHITECT: xi - " BOARD TO ROOF DECK NOTCHED ~' R-30 BLOWN form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" AROUND WOOD TRUSS MEMBERS. " CELLULOSE O.C. X Julianne N. Overby, RA APPLY INTUMESCENT COATING AT INSULATION — ••. • ' 2. Metal Studs Steel members formed from No. 25 MSG galy steel having �. , , t , � ._ ,... ••!•�. .,>•. ,.> r•_. •• .�•�- ALL PENETRATIONS. '. " " e spaced 24" O.C.; overall depth 2" and flange width 1-3/8". +' Architectural and Interior Design r H shaped flang p P g _a _. •:•� . .�.M-•. �. ., . �._.•K _ 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, A Julianne N. Overby, R.A. supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" a.. . .. ti. • .. • • 2452 Pullian Street IJ C ' ' shaped studs. 2 4 5 Jacksonville Beach, Florida 32250 1/2" GYPSUM WALL BOARD CANADIAN GYPSUM COMPANY — Type SLX. 04-704-86 ••ti yp Email: jnoverby@att.net FL.AR-0017060•FL.ID-4621 .063" USG ALUMINUM ANGLE CLIPS •' " UNITED STATES GYPSUM COMPANY — Type SLX. — SPACED AS REQUIRED `_ "THERMAFIBER INSULATION 3 KING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 2 FIRE BLOC Q ( 9 ::;( V 0 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at •''•' 6 :.: (2) LAYERS 1 USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between00 6 r LINER PANEL wood framing and fire separation wall. : . _ 5. Gypsum Board — Classified or Unclassified Min 1/2" thick, 4'-0" wide, s ''' • R11 19 FIBERGLASS N T Z Z BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" N long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 `• ' 4 (Optional) Joints covered with paper tape and joint compound. Nail heads 1/2» GYPSUM WALL BOARD OVER #2 covered with joint compound. J SPF WOOD STUDS ® 16 O.C. " " " 5 '' • 5 W W W 6. Attachment Clips — Aluminum angle, 0.063 thick, 2 wide with 2 and W , LL 2-1/4legs. Clips secured with Type S screws 3/8 long to H studs and Nil" > > kwith Type "W screws 1-1/4" long to wood framing through holes provided in ` r 2 METAL H—CHANNEL clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1" (31/4" MIN) AIRSPACE Q 0 Q 23/32" T&G PLYWOOD METAL ANGLE — SPACE AS REQUIRED SUBFLOORING GLUED AND _• • clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. SCREWED OVER PRE—ENGINEERED = 2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. space W W W W a SCRW WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24"-0". Remaining wall area below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" SECTI 0 A -A a a a a • :• studs. s • a' *Bearing the UL Classification Mark 0Z Z Z Z Imm _ N p I '*m Vo 0Aw OwWboam th No Lobwvbdn ba Z — W W W W a PRE—ENGINEERED WOOD FLOOR TRUSS V V V V SEE STRUCTURAL DRAWINGS 0000 s a 00 1/2" GYPSUM WALL ,. BOARD PROJECT TYPE: QUADPLEX-ADD2 h. 1 2x6 STUD WALL @ 24" O.C. DATE ISSUED: SEPTEMBER 21, 2015 • 1/2" GYPSUM WALL W/ R-19 INSULATION REVISIONS: 12„ BOARD OVER 2x #2 SPF .063" USG ALUMINUM ANGLE CLIPS WOOD STUDS 0 16" O.C. NON-COMBUSTIBLE SIDING OR — SPACED AS REQUIRED Y 1/2" GYPSUM WALL BOARD STUCCO OVER APPROVED R11 FIBERGLASS BATT INSULATION ATTACH 2" METAL CHANNEL TO 2x4 STUD WALL @ 241, O.C. HOUSE WRAP VAPOR BARRIER CONCRETE SLAB W/ 'PASLODE' " 1" (3/4" MINIMUM) W/ R-13 INSULATION FIRE RETARDANT OR EQUIVALENT ANCHORS ® 24 • • AIR SPACE O.C. MAXIMUM = ......:..: .....:....: . . ......::.. ....... .... . LAYERS 1" use 11 PLYWOOD SHEATHING. EXTENDED SHEET TITLE GYPSUM LINER PANEL = 4'-0" HORIZIONTAL DISTANCE BOTH 2x SILL PLATE W/ r WALL L TI N AL FOAM SILL SEAL . :• OF SEPARA O SIDES OF FIREWALL LLWA 2 USG C RUNNER SECTIONS . • a . • a h . • '. ' 2" USG ' H STUD A 2X6 STUD WALL @ 24" O.C. AND '� W/ R-19 INSULATION A' A . , a a (2) 1 USG GYPSUM LINER PANEL DETAILS ' • . a '. .•. 'a' (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL � WALL SECTION- ri PLAN D A-300 SCALE: 1" = 1'-0" ��00 SCALE: N.T.S. PERMIT SET STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT Beaches LAYER @ 2: 12 SLOPE ROOF) PRE—ENGINEERED ROOF TRUSSES — SEE STRUCTURAL 12 ROOF SLOPE BLOWN—IN CELLULOSE & INSULATION VARIES BAFFLES BETWEEN EACH TRUSSr u ani SEE ROOF - HURRICANE CLIP @ EACH TRUSS P LA N � SEE STRUCTURAL DRAWINGS BEACHES HABITAT FOR. (2) 2x PLATES — SEE STRUCTURAL HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 METAL DRIP EDGE OVER METAL ARCHITECT: WRAPPED 2x6 FASCIA N. Overby,juhanne RA VENTED VINYL SOFFIT INSTALLED Architectural and,Interior Design PER MANUFACTURERS SPEC. R-30 MIN. VINYL "F" CHANNEL BLOWN—IN Julianne N. Overby, R.A. INSULATION 2452 Pullian Street f 5/4 x 6 FIBER CEMENT F R E I Z E Jacksonville Beach, Florida 32250 BOARD 1 /2 GYPSUM WALL 904-704-8628 R- 19 BATT INSULATION BOARD. MUD AND Email: jnoverby@att.net TAPE ALL JOINTS FL.AR-0017060.FL.ID-4621 HURRICANE ROD SYSTEM — SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL 7/16 OSB OVER 2x STUDS — SURFACES FLUSH. 1„ Q m V p SEE STRUCTURAL DRAWINGS M VERTICAL SIDING 23/32 T&G PLYWOOD Z Z Z Z N (BOARD & BATTEN LOOK) SUBFLOORING GLUED AND = _ _ = N TO BE INSTALLED PER SCREWED OVER PRE—ENGINEERED 00 10" 4 MANUFACTURE'S SPECIFICATION WOOD FLOOR TRUSSES ^ J Wwww um DAMP PROOF BARRIER LAP 1V > > _> > OVER FLASHING & SHIM P.T. 5/4 x 8 ppppV CONTINUOUS TRIM rW STAIR DETAIL._A-301 SCALE: 3/4„ 1 -0,, wWW wa STUCCO: INSTALLATION MUST - aaam CONFORM TO FBC R703 6 Q OR HARDI STUCCO PANEL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS Z Z Z Z z W w W W Q 2x SILL PLATE 112 GYPSUM VVVV -� WALL BOARD O O O O e REINFORCED M �” CONCRETE SLAB & 00 0) 0 FOUNDATION — SEE STRUCTURAL 2x PRESSURE TREATED PLATE DRAWINGS MU1111 N 9 119 9 9 11 U UKE mil U119111119911111111 PROJECT TYPE: QUADPLEX-ADD2 OVER FOAM SILL SEAL — SEE _ DATE ISSUED: SEPTEMBER 21 2015 STRUCTURAL DRAWINGS FOR 6 MIL VAPOR MASTER / ' ANCHORAGE BARRIER OVER BEDROOM / REVISIONS: CLEAN, CLOSET / EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND 8'CLG. / FLOOR. SECURE WITH STARTER TERMITE TREATED / STRIP SOIL FINISHED FLOOR FINISHED GRADE a a ° 3'-4" 1 O SHEET TITLE LL o ,\ Q. 2 2 STAIR SECTION DOOR TO AND tJiUTILITN n AH UNIT N DETAILS 1/2 GWB & HWH N 8'CLG. LO NINTECOOR SNODGE DO c7 0) 4 4'-6" SHEET NUMBER PARTIAL WALIf A-301 W/ WOOD CAP 1 WALL SECTION 2 STA,IR, SECTION 3 GREAT ROOM SECTION- = 1 -011SCALE: 1" = 1'-0" AT SEPARATION WALL A-301 SCALE: 1/4 A-301 SCALE: 1/4" = 1'-0" PERMIT SET � . - -- . I I � I I . � I . I . ! . . I . I � I I I . I ; I . . I I . I � � I � . . I I � . . . � I I � I I I � . � I . . I I . ! . I � . . I I . . . . � I 0 1 1 1 . I � � . I I I � I - - . - - I I . I , I � I TH1,5 DOCUMENT, ALONC WITH . . I I . I I A,50OCIATED DOC'UMENT,5. I�5 ,� I I I GENERAL NOTES: . �..., � I I I SPECIFICATIONS: (continued) . I I EZ . � AN IN,5TRUMENT OF I I I . I � � � % I � I I .0 . I ENCINEER'$ $ERVICE FOR I , I OTHER FRAMING " . 1.All notes,drawings,details,tables�,`references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or CODES & DESIGN STANDARDS: DESIGN LOADS: � I ./ - 1. I . THE EXCLU,SIVE U,5E AT THE . /,�. I . ,/,- PROJECT TITLED HEREIN, . . I I /./;�,;///. ,�'ll;�;11.11��lli�zIll�,111�,11 . ///Z/. . . . . . //;�///�,//;� . , . service contributor prior to initiating�gonstruction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be � . . I . . . . . . ;./ // . 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. I C . .�ol:� / X�/' INFORAIATION DERIVED FROM furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a Florida Building Code-Residential 2014 ROOFS I . ,///,;�" I � /-/ . I / ., / 11 .// . I �,/ . thorough knowledge of applicable c6Agtruction and safety practices required to execute a design such as the one depicted herein. Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf ��/' / .. /� ;�,//. .. THI$ DOCUMENT, ANDIOR , . 1 2.All engineered wood beams shall be Trus Joist/1-Level/Weyert aeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in I ///./Z/ // ,�/I . - I . I ,/... / AS90CIA TED DOCIUMENT.5, MA y I I DEAD LOAD/SHINGLES . ," ;�,/, //. . . . %; I 79/sf ,//. //. /./ ZONE"V // / . . . I � //, // , /- .. . / I , I accordance with the manufacturees specifications,instructions and directions. I , . . ./, NOT BE U5ED FOR OTHER I � . I /. //.' I // / /// I � 2.These engineering documents havibbeen prepared at the clienfs request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 1 . ASCE 7-10 DEAD LOAD/TILE 20#/sf // ,.1." . � /// I . . I �// // ,. //, WORK(,5) OR PROJEC'T(,5) I . . DURATION FACTOR 1.25 � //. . . ,-'/ . ,/././.. � . and 1610 of the Florida 0,'uilding Cod!;,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 NDS-05 . . // .1 � .. /I along with Tables R301.5,R301.6 and.R301.7 of the Florida Building Code Residential. The engineees scope of work is limited to only providing the necessary analysis, 3.All engineered wood posts or columns shall be Trus Joist/1-L ,el/Weyerhaeuser brand TimberStrand LSL 13E or Parallarn PSL 1.8E solid members,as specified,or I TPI 1-07 1 FLOORS I // .1 . I . .1. � . //.. .,X./. //,' . � WITHOUT THE EXPRE$�5 ,/,� I '//�,//-;//,/ ,//.- /- // WRITTEN PERMI,5,5ION OF THE - equivalent,except as noted. Vertical post or columns specified a I the framing plans and/or details as engineered wood may not be built-up or pieced together to form I I . N . " /�// / . I X . " /./.. . . , Z /./, , --�� ?/ /// ,/// drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the ACI 318-05 . I . LIVE LOAD 40#/sf I //./ '..' '///;�*// .0w. /;"/,�, ,/. //.� 1.:� .- 01101MA-11 the specified dimensions;they must be solid,one-piece members Post or columns specified within these construction documents as dimensional/solid-sawn members- /// I- � ,//;�///�,Z//I/// . z/. , LONE"I" 1 = . /. - / . . . aforementioned sections 'of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the )hTCM-0 I DEAD LOAD 12#/sf(Including Cln'g Below) �0- ,.//., � k:d . ,�,�,�,//�� ./ REV�DENZfE=R,VP51MAr I ", " .1 ,-�,/;;��,././� / , . . / I �I i.e.4x4,4x6,6x6,etc.-may be replaced by a similar-sized(e.g.a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or . . 1/ .// � , . engineer's scope of work�specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EVvT DURATION FACTOR 1.00 �6 �,// // I ,//, / '. �,/ I I .specified herein),etc.]as'well as other,,disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, documentation required by the engineer. I DESIGN CRITERIA: CEILINGS/ATTICS OZ ,I/ / . I /. /� . I - I I . �,��;/ ,// . ".". I / .� 11/.� ,// . . . I I , the engineees scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture I . . LIVE LOAD/NO STORAGE I 0#/sf(Non-concurrent) / �, //. / ,,/ ��.�, // I . . . �// . . 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by I/ I - 1. ///. .�� ZONf ,/ /A I Z - I ,� protection,infiltration and/or resistane4;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants thatthe � BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) . /I /I "III ,., , .. /,/./ � "I/ //.',/ , // I ;/// . . the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails DEAD LOAD 5#/sf ,�, , ,;/.,/., . ,//� I structure depicted withim't'hese documernts,to the best of his or her knowledge,complies with the applicable portions of the af BASIC WIND SPEED 130 mph(3 sec.gust) // . Z / orementioned sections of the code and makes , I . '/'- or screws. X/' I. ,// /-/1 I/ / 3 - or any purpose. Any data included within these documents that address I WIND . ��,//, / // . . . . / . - Z // V ' EXPSOUIRE CATEGORY C ///,�///- / /. // //.,/ 1�, /`/�x" . / - I . no other claims,warranties or guarantees relative to these documents with regard to their fitness f 11.�/z I � I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be BUILDING CATEGORY I 11 LOADING PER TABLE$ . I I A I /I. .... I . //. I . I //�,- " I" . - � 5.All engineered components,including roof trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturees specifications,instructions and .�//� .- .� I/ 4 1 vely-to design,account for or otherwise verify as . INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 1. . ,,�/'. . - . responsibility of the appropriate entity-i.e.owner,architect,contractor,ancVor building official,individually and collecti . ZONE /. - /'. .1 ZONE /'' I . . I directions. X A- / . ..I/ / 111.1 .. /- ' '. .1 appropriate for the intended purpose.,,I . I � � SIESMIC N/A // /..// /. 1. �The . �,r 1. I I ��.I., /' / -<h . I I I'A 61 I I � ------/-..'11'/1/I.'// . I W . . / , /.� , , I . I I I APAW/ . . I -A'. 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PS I/PS2(Structural I rated sheathing NOT required except when specifically identified as such). 1ff//"///1/" /,, , , . ...1. . 1 3.The structure depictedwithin these:Tigineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding orthe associated effects I � "W,/' .,/' ./" , � , Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly I �// ' ..// I , CASTILLO thereof It is the responsibil.ity of otl-�rs,.-i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum GABLE 7 "3"-CORNER ti. I blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are Spaced at greater than 16"o/c. .,. . I ZONE(S),TYPICAL I.. appropriate building elev 4�tion for th6,$ubject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than ��z .... . . Use of"ply clips"or similar edge support is required at unsupperted panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" Group the minimum prescribed b FEMA,aj prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved . � I 1,y or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall ,.,,.S, by the local controlling authority. Fuithermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone =` - � A Flori&corporation .". .:"",!,.% . - 41. - . ONE �'-'�X.%.,.,. . � sheathing shall not be less than 7/16"thick. Floor sheathing shall not be less than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some ROOF PLANNIEW ZONE"I"-INTERIOR Z (S) '?- ;':: "i", . . , "V"unless these engineering docurneals specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. I 1:1 Designers . -,,.� . � ..�, , . � I - i$` I � I design loads require thicker panels;see sheathing specifications f:)r specific minimum panel thicknesses,required span ratings and fastening information. I . I ii ..- . I -11.-.. � I '. � . I . I � I ' Engineers . : - . 1% . � . .. . . 4.The design(s)depicted"within these'.engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced I . E��/] ZONE"T'-END/EDGE ZONE(S) .:0,...1:::.. � . I / � . .-�! , , 4 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA( www.apawood.org recommends the use of either 15/32"thick,32/16 span-rated � . .�1.11:�.,.; .-I . herein)as interpreted and enforced 6y local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within ihe design(s) . . � - "ET' DIWNSION: 655o Roosevelt Blvd. I .. I .li, I... 1. , " .I, . I . sheathing(Exposure 1,PSI/PS2) 2r 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis I I Jacksonville,FL 32244 F,�, _ I ,a-... ,;.... I. ... ... ... , ... , or documents,nor of any�incongislencias between the design(s)and documents and the applicable laws,codes,et al. However,should any portion ofthese engineering EM ZONE-3 I'-CORNER ZONE ..�';,..'. I-! I .-4- I I .10 . . . parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional information).The discretion to enforce the aforementioned recommendation is at the sole I . . ** 51-311 ** � (S) (904)772-6ioo .11.1,.i... ..,-14 ,I; documents be found to include ah'error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to I ' . discretion of the local Building Official.Do NOT use sheathing t iat does not conform to the aforementioned recommendation unless you have FIRST verified the FL CoA No.29015 the client-unless the error or om' 'issibn arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer I I 1, suitability of the nonconforming materials with the Building Off.,ial having jurisdiction over the project. Failure to do so may result in the need to significantly enhance I � I I I I � for the additional service§provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the I � I , I . � I I I the construction of the exterior walls. I � I engineering documents or addendum thereto. I . I . I . � � 6 I I . I I I . ,i ii# 4 I . �� I -time-only,and only at the specific site or location identified herein. The design(s)depicted herein may not,be used to . 8.Metal connectors shall be Simpson brand hardware,as specifie herein,and shall be installed in accordance with the manufacturer's specifications,instructions and . � � . 1 5.These engineering doc4ments may be used one directions. Alternates to the specified Simpson connectors may b-.used,provided that the alternate connectors meet or exceed the specifications of the connector(s) I I I 11� . . execute(a)subsequent structure(s)or.-plements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. I I I � I . \ 771, r/�-'/'.�.�,� � �.4 C:� � V) . . specified and have appropriate product approval and installation i istructions and directions. � I " I I . . I � - .I . . I � I � � . f � I I . . . . ; ,\ . .1 Z 6.Use of these document's for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. . . I '\' , 4.4 U 0 , , . ,/ I I I I /� . I I . . . I . I I '; . 11 I � FOUNDATIONS,CONCRETE&MASONRY � I� I � .,�� VN . �-IIIIIII4 1 7.Verify structure orientation with.aiibitectural drawings and site plan or survey before commencing construction. Do not commence construction ifaconflict is present. I � � . I . I J C\ P-4 1 0 . I I � .$ 1 1 � . mpleted in accordance with recognized standards,recommended soil design I ; . 0II-� 8.Any discrepancies between these'6dgineering documents and the architectural drawings,site plan,survey and/or other data or information shall be reportedto the 1.The foundation design(s)depicted within these engineering documents has been co . I I I , k I � parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein . I I � � � = engineer before the commencement 9f construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during � I . r///,�z - � I I construction,construction should cease until such time as the discrepancies have been resolved. . I I I I . is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the � I I � 0 � . . I I foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of � ;� C/ . , I . � I I . I the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of I . . . I I 1. C) 9.These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future I I I I . 71 I . " and other specific information-whIch has been replicated into these engineering documents. The engineer is not responsible for the accuracy ofthe replicated information I . I � � // � U I I performance. .�I I '� I or for claims arising from the use thereof. I � X, 71 1 1 . V� . � � /.,,, -r- . � � ,///,�- /� .� . . � I . I I � / // I C) V) ,� -uments has/b I . ,/ . made aware of nor accounted for other components,elements or systems 2.The foundation design(s)depicted within these engineering do. ave been prepared based on a relatively flat,well drained building site featuring I ;, I / I I I 0.Unless specifically depicted within these engineering documents,the engineer has not been exclusively non-expansive soil with an allowable soil bearing car acity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sfper foot ofdepth . 11 I /.1 I . I U �:) Z that may be intended by others and r.6uld affect the performance and/or serviceability of the structure depicted herein. . . I '.�,/X/ . - 4 . - with a level back slope. Should site conditions be adverse to-orotherwise inconsistent with the aforementioned parameters,construction shall cease immediately and I I . I -11Z C77777777177777-7 I C/� 0 . I I . . . I I � I � I I � I . . I . ,. I � . the engineer shall be promptly notified of the conditions and no f irther construction shall occur until the engineer has provided additional direction. � I . I I . � I . 0IIIIIIIIIII4 I 1.These engineering documents-should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall I I i I 0 . � � I I I . I I . I I - framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural . . I I . I � I I I--4 � 1 3.Backfill should not be placed adjacent to the foundation walls,intil the walls have cured adequately to provide sufficient strength and have been anchored to the floor � I � i L drawings. I ..14 1 1 1 . system above or otherwise properly braced or shored to prevent damage to the wall. I . I I I I I I I I� � I � I I . . . . I � I P � ,� . . . I - . . I � I . � . I . I I I . I . . � U 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.ofheaders,beams,columns,posts, 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. I � I � . . � I .1 . 0I-IIIIII1 � . . studs,joists,rafters,sheathing,footinis,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the I . In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. � I . I I I . . I 1 4.4 associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, I �-IIIIIi � . within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. I I I - I FLOOR PLANNIEW . C1% ,� . . 5.All foundation pads depicted within these engineering docume its shall be formed to the dimensions as indicated and substantially centered beneath the associated �� U I . . . I I I I I I � . I I . I I . .I. � column or wall,unless indicated otherwise. I . I I I . ZONE"4"-INTERIOR ZONE(S) � . #N rjc� 13.These engineering docurnents-inchide multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using � � -1 I � W the documents for any,purpose. If(i)p�age(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before � "ET' DIMENSION: . 1 I =� gi, � proceeding with intended use. " I I . 6.The location of steps,jogs and top-of-wall and/or top-of-slab e levations are critical to foundation performance. While the location of those steps,jogs and elevation I � � 17771 ZONE-5--END/EDGE ZONE(S) I I I W V) , ��.' I . I . I ; . I I . I changes indicated or otherwise known to the engineer have been lepicted within these engineering documents,it is understood that some of these items may change I I 1 **.51-3" ** L11 1*> ^ � . 1 � e I I I .. I . I during actual construction. The design(s)depicted herein can on y address the proper foundation configuration as specifically depicted herein andcould require . I e ,(= 14.It is the intent of the engineer-thatlhe structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having additional analysis and effort should field revisions merit. . � I I I -- C/� , . . jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and I � I I . ,I- , W I I methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and . . . . 7.Extreme care should be used throughout the construction proce ss to prevent the movement of retaining and/or foundation walls until the completion ofthe structural I MAX. ON-CENTER STUD SPACING (in INCHES)_ . r...4 E-4 . standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore . . � I � . approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortheir designee(s). the walls throughout the construction process to maintain the integrity of the design(s). . . � I . I I . -1, END-ZONE/INTERIOR ZONE: I I �:) I (Z) Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible forthe I I WIND 130/c FLEXIBLE FINISHES (NOTSTUCCO) 4� Z issuance of any permit(s),and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of I Mn.Rf.Ht. <30' J 8.The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet or more beyond the �', FINISH F[EX. 2x4 2x6 2x8 2xI0 I I W completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such � perimeter thereof Unless otherwise indicated,all footings and fl;it concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% 1 PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 1 �-4 . time as the authority(ies)'having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in compliance with all I of Modified Proctor Maximum Dry Density(ASTM D 1 557)for a.depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean (NOMINAL) F-4 - applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering docummts. COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: . I . . �- . I I � GW-,GP-,SW-,and/or SP-class fills with any organic materials�-emoved. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction I ----dr., 1 ,1�1 t- 81 241#/241# 2411/2411 24f'/2411 2411/2411 2411/2411 24"/24" 24"/24" 1 1'4!� <:� .1, . ", thereof verified as previously referenced)and added in one foot(t 2 inch)lifts and each lift shall be compacted to a density of not less than 95%D- f Modified Proctor I 1 9v 24"/24" 24"/24" , 24"/24" 24"/24't 24f#/2411 24"/24" 2411/2411 1 9 1. I I . � , '' 15.It is the sole responsibility of the.tontractor(s)and labor contributors executing the design(s)depicted within these engineering documentM determine tho�;P?oper' ' ' WIND 130/C ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Windows&�Doors)-- . to i I I . � erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure the' soundness Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the . PITCH >6/12 1 10, 12'1/16" 12"16" 24"/24" 24"/24" 24"/24 24"/24" 24"/24' W . . I building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,0009/sf)soil bearing capacity,but in no case shall the Mn.Rf.Ht. - 15' ZONE"T' I ZONE'12" ZONE"I" OVERHANG OVERHANG END ZONES INTERIOR ZONES - III 110"/12" 10"/12" 24"/24" 24"/24" 241t/241v 24"/24" 24"/24" 1 � r---� of the structure and its sub-elements':'and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractorW and,labor AREA(in sq.K.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEOAXIVE POSITIVE " 24"/24" 24"/24" 1 24"/24" i - - site be prepared to a lesser degree than that which is outlined herein. I <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23M 22.10 121 611/811 8"/12" 24"/24" 24"/24 W contributors to provide appropriate aR�4,adequate temporary bracing necessary to maintain a safe,plumb and level structure during the cp - -on�tfrcess,until such time � , 1 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24-724" 24"/24" 1 U� . ��Wsh tww I � I �� as all of the structural elements and 6Wiponents depicted within these documents are properly installed,inspected and appr-q,Xp#6" n throughout these " 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17f,� -23.04 21.17 16' N.P. N.P. 1211/16" 1611/16" 1 I61f/241t 2411/24" 24"/24'; (.� ,� engineering documents is'permanent bracing and should not be confused with or substituted,-for�theaforementio�,- �pbiiii�bracing. 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop . 1 50 1-23.23 1 -23.23 -19.48 . -34.84 -34.84 -24.91 19.67 -21.5,i 19.67 18.5' N.P. N.P. 8t'/8ft 8"/12't 121t/12" 2411/2411 24"/2411 1 1 � . I I . r (minimum)6mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WI.4xl.4 I r' �� C% . . ,. I 11 I. r . r WWM,lapped not less than 8"at edges/ends,in conformance with ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I >100 -22.10 1 -22.10 -18.36 -33.72 -33.72 -23.-W�^ 18.73 -20.60 1 18.73 19.5' N.P. N.P. 811/8" 81t/811 8"/12" 24#1/24'1 2414/241 16.Yet-to-be-installed building materials-such as gypsum board("drywAll")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within . lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 r I 11�1��I�kl 1 '724" 24"/24"- . W W ,�,:�, I r ,,. , 20.5' N.P. N.P. &1/811 8"/8" 8"/8" 16 11 * these engineering documents shall be'evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads ofthe.I r r � . I I I I I I r I I -1 A-;�, I I 1 21.5' N.P. N.P. 11/611 6"/811 817811 1611/16" 2411/2411 r W floor or roof;Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. � � r 10.Minimum compressive strength of all concrete used for foundations,slabs,etc.shall be 2,500psi at 28 days. � I I - . 1 6 1 - �� U W W � I .1 I . I . . 17.All materials specified within these engineering r documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I � � . � I I r . I 1.- I 1 22.5' N.P. N.P. I N.P. 1 6"/6" , 6'�'/8" , 16"/16" 24"/24" r ,0!� C) gj.� Z r provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. . I 1.Where indicated,cores or cells of block masonry(CMU)shal I be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less I I r r I � . . � C*n r C/) I r I � I I � . . r I I r I than 3,000psi at 28 days. I . � r . I I . � I P--� #N r 1 18.T � � ay . er 0 � r I . r I I � � I � . r � MAX. ON-CENTERSTUD SPACING (in INCHES) � P4 1 . hese engineering documents h .e-been prepared using the v Sion of the Florida Building C de and/or Florida Building Code-Residential(along with the associated 12.Reinforcement shall be detailed in accordance with ACI 315, Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: . . I I ,--, r--1 �:) W standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are a)Concrete cast against earth: 311 1 . � r I� I I � END-ZONE/INTERIOR ZONE: 1. r = (= r routinely updated and/or S'upplemen�qd,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and ectiv.e . . b)Formed concrete exposed to earth or weather: 1 1/2" . . I I I r . � I vim 130/C BRITTLE FINISHES (STUCC0,e!_!!1h I I �. �> , enforcement agency(and subsequentl�used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable eff 1 3 if Mn.Rf.Ht. <301 r 4 0 date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the c)Interior slabs,walls,etc.: /4 1 . r - 2x4 . r 2x6 r 2x8 2xI0 I C\ � ci� FINISH BRIT, � �* . I r . . I I I � . . engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or 13.All reinforcement shall be conform to ASTM A-615 and be�g-ade 40(G40)unless indicated on the plans and/or details as grade 60(G60).. All longitudinal r r PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 Syp #2 SYP #2 SYP 1 . � r--- I methodologies. In no case shall these*documents be used for permitting or construction more than one(1)year after their date of original issue. . r r I I � (NOMINAL) 11 . . . (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal i 8' 16'1/16" 1611/24" 24"/24" 241724" 24-724" 24"/24" 24"/24" . C..) 1 �-4 1 i r I 1 . I . . r 'r r(horizontal)reinforcing shall be lapped at splices a minimum of 4 0 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be I LECEND - . !k� 91 12"/16" 12"/16" 24"/24" 24"/24" 24#1/2411 24'1/24to 241f/241' r V) r...q I � 11 9.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such extreme lapped at splices a minimum of 25". r � � . r . I r 1, 10, 10'712" 10"/12" 24'1/24" 24"/24" 24"/24" 24"/24" 24"/24" . or errors,omissions and/or conflicts. I I r care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential f W $%% However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe JiMitr . (2)2xI0-2/3 EADER/BEAM CALL-OUT it, 611/8" 8"/8" 20"/24" 24"/24" 24"/2 M � . ortunities do exist for the design to require additional effort 1 14.ALL concrete operations-including but not ed to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done . 12' N.P. N.P. 18"/20" 22'726" 24"/24" 24"/2411 411/2411 �:) engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,Opp in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." r 100,*. � 1 14' N.P. N.P. 811/12" 12"/12" 12"/16" 24"/2411 24'1/24" once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as (7� FI-4 * depicted herein,causes the engineer to'be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. . � . I � NUMBER OF KING-STUDS EACH SIDE OF OPENING � 1 16' N.P. r N.P. 6"/811 - 811/8" 81'/1211 1611/2411 24t'/2411 - U rq U r 15.All masonry work shall be in accordance with ACI 530/ASCE1 5/TMS 402 Masonry Building Code. I NUMBER OF JACK-STUDS EACH SIDE OF OPENING � � r I r I I . . . i . . r I � I . r I . 18.5' N.P. N.P. N.P. N.P. 61'/6" 12'1/16" 24"/24' � . . t., . I � � r r I 1% . . SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) . 19.5' N.P. N.P. N.P. N.P. 5'1/61- 1241/1211 2411/2411 1 . 41\ 20.These engineering documents and ihe designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ofthe engineer. 16.Concrete masonry units shall be ASTM C90-75,Hollow Loa(-Bearing Concrete Masonry Units,Type I,Grade N-1,normal weight,with a minimum compressive I I r NUMBER.OF PLIES IN HEADER I i 20.5' , N.P. N. .9� (7� 0 �:) For cause,upon notice,the documend-shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained I strength of 2,000psi(fm= 1,500psi). I . . I I k P. N.P. N.P. N.P. 8"/121I 1611/2411 . W 00 �-4 P4 * � r ALL EXTERIOR HEADERS /2 UNLESS NOTED OTHERWISE 215 N.P. N.P. N.P. N.P. N.P. , 811/811 161,116" herein are prohibited without the ekpretsed written consent of the engineer. . I I r r r 1 (2)2x6-17 1 1 . . % . I I r I � 22.5' N.P. N.P. N.P. , N.P. , N.P. 8"/8" 1611/16" 1 . � I I I � 17.Mortar shall conform to ASTM C270 and be Type S. r � . I ALL INTERIOR HEADERS [2)2x6-1/1 ESS NOTED OTHERWISE �' I = r...q 4., C/� 2 1.These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used � r I I EXTERIOR STUDS SPACED AT GRE,4 TER THAN 16"o/c SHALL r resources reasonably available to hiffi'based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or . r I . r . I I r r� I i I . ' 18.Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" . . � BE SHEATHED WITH MINIMUM B11(is'NOMINAL)SHEATHING location of the construction depicted,herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps . and'I I". . � . . � r . r I. r I I . � . �. �. I . r.I I J WITH VERTICAL APPLICATIONS&STUCCO FINISHES. I DZWON MEB . � � I I published by the local controlling authority and/or the state DCA,and/or other commonly available.maps and/or satellite imagery. The Building Official shall verify the I I � I I � � � I . . � . wind speed,exposure and, other desig4 criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. ' I � . r . DRAFT MEB .The engineer shall not be liable for an�..claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. I I I I � . � r . . . r of I � � Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. MAXIMUM ON-CENTER STUD SPACING IS 1611 WIIEN USING -1 I . I I I "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE 1 16 CHECKED EA W . , by the client(or others),or for the acq-dracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. I . I . . I THICK WALL SHEATHING. . r , I . I . SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE i I . I 11 . . r I r I � r I . r I I . . . � . � 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c,v ertically conforming to ASTM A82 and ASTM Al 67 Type 304. r r I � I � I I r t3CALE N.T.S. I I � 11 0 1 . I . I .� . I - r . r . ( , ).INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER i STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 611 OR 8" . � . . SPECIFICATIONS: . . " r I I . r � r , I r . . I i MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, DATE 10.9.2015 . r I . � . I ..,., . I STEEL I I. 1. I � I - I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED . - � . � . I � � I . . . - JOB- NO. 5- 98 . WOOD FRAME WALLS . I r r � . I . � I TOGETHER PER.THE MULTI-PLY POST CONNECTION TABLE. I � - r I , r � .. I . . ,. 1.Steel elements shall be detailed,fabricated and erected in accoi dance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel . r � � I I I . I r r OCU r I r Buildings,"9th edition. I r . I r I r I FT. NA I 1.Unless otherwise specifically indicated within these d ments,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-framed")when . FRAMING CONNECTOR SCHEDULE � FRAMING-TO-FOUNDATION/MASON CONNECTOR SCHEDULE I r � I r -', I - r r . r � PrRj 1�0) I fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be � I r I I eq i iew. ,. I.. I . I. . ASTM 307 1 AM LINFEL . � - I **Nl, '%� used to support platform.framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2.Structural steel shall be ASTM A36,except as noted below: . r � I � CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ LOCATIOM 7Ex7,1k0,VO POUNDATIONS EXrISTEM-WALL FOUNDAPIONS CMU WALL 71IR-BE / �.q . ,'I-�-I 1, 1. ,� . a)Pipe ASTM A53,Type E or S,grade B . I or STRAP or NAILS. I . FRAMING MEMBERS CONNECTOR (SAE 1018) EMBED Afty EMBED MIN EDCE Mix EMBED Mix/AlAx HDdSMIN EMBED I EDCE D19T . C I I- -�Nl.-�--�-i I' -1 1. . � I U DTA --"� - � I uninterrupted between points of lateral support. . . � I ABU-44,-66 _& 3 . ?�# 3' 12" - I i I I � b)Tube ASTM A500 � H2.5 (12)16d 1-3/4"/6" NIA Egibkli'14�1;woo ard'-PE . I I . � . (5)8d PER END 11 � MW 1 � I � '. . � ` ,;� I � 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry . I I I I H5 (4)8d PER END . (10)16d/EACH LTT20B&D.TT2 1/2'(EA) 4- "%v/MIN 5-1/2" 4"w/2-1/2"SPC'G 12" 1-3/4"i 6' 12" C.L.w/MIN na�#gineer��.,-- �� I � 2- "SPC`G 2'w/4"SPC'G 3"SPACING Pplj"jr�t��io - -,%, -:! � I I .1 1 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. I I H8 (5)10d x 1-1/2"PER END I I . , ,11 �:� ' shall be pressure preservative treated. . . I . (22)10d SINGLE MGT.. 3/8, 5- - 5-1/2" 3- 12" 1-3/4"I 6" 1 12- . . C.L. It o bn , . 61A I '. - I . I ,R,47 , ' ' :=� . I . I I I I . MTS12 (I 4)1 Od or I Od x I-1/2"TOTAL . . %, . I . � - .. I ,. � . . . 2x(22)10d DOUBLE MGT (2)5/8- 5- - 9-1/2" 3' 12" 1 3-1/2"/4" 12* C.L. I I I I N � -*� --1,171- 1 12 �'i � of 4.Hex nuts and couplers/couplings used for bolts,anchor bolts aj id threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)1 Od or(24)1 Od x I-1/2"TOTAL 5 1 -�/,, I / .- . ng(studs)-ineluding."jack -through 2x6 shall be 42,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), � SINGLE HT716/4 5/8" - . 7-1/2" 2' 12" 1-3/4"/6" 12" 1 � I , /1' 3.All vertical wall framir, S and"trimmers" A307,A36,SAE 1018 and Grade 2 bolts. . (16)16d SINKERS TO TRUSS, (18)16d C.L. � . I I I j .. w/maximum 19%moisture content-6xcept as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)largerthan 2x6 shall be#2 1 1 LGT2 2x(I 9)16d DOUBLE HTT16/4 (2)5/8" 5- . 7-1/2" 4' � 12. 3-1/2"/4" 12" 1 1 . . . . %, . .4m. , . � I . 1 (14)16d SINKERS TO>&POST � i C.L. � I I I I ' ��, -,- I . I SYP lumber w/maximum 19%moisturevontent unless otherwise noted or specified on the framing plans and/or details. I I � H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST 2x(IS)16d TANDEM HTT1614 (05/8. 5- . 9-1/2" 5- 15" 1-3/4"/6" NIA . . . I .FiGOS EVEL�[,�L-V,g"- I I . . I I I I 1 5.Hex nuts and couplers/Couplings used for high-strength bolts,e nchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. . . - � I i I . �, . I I I � I I I I I 1 (32)16d Sinkers ISINGLE IfrT2215 5/8" 5- - 9-1/2" 2" 1 13. :�:=1-3/4'/6" N/A 6KSOIN�lr -;-Ec I I ' I I � � I . MSTA12 (10)10d TOTAL I. I .% .�-F- *)\�41 4.All -required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that � � MSTAIS � (14)10d TOTAL I I 2x(32)16d Sinkers DOUBLE HTT22/5 (2)518" 5. . 9-1/2" 5" SEEPLAN N/A I . rl--� (,"�)62-F-i�W,,,,,�"N are specified as SYP and are also not'designated as.a shear-wall or portal frame wall may use SPF blocking. I . 8- 8. 3" 13-1/2" -1/2"/4" 13-1/2" L. . C=:) 1---7.1 1"......�O, . . I I CORROSION&DECAY RESISTANCE: � I MSTA24 (18)10d TOTAL (20)Y4"-x 2-1/2"SDS SINGLE HDUS 7/8 11: --=C. I , � . � I . I � . I - - -1/2" - -112" -1 -1/2" C-n I I . .* 1. . . I I � . MST37 1 (42)16d TOTAL -- 2x(20)Y4"-x 2-1/2"SDS DOUBLE HDU8 (2)7/8 8 13 3 13 1 3 1/2"/4" 13 1 C.L. I 7HEET 5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as � 1.All structural mem I bers of wood or structural composite lumbei either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony I MST48 (46)16d TOTAL (30)Y4"-x 2-1/2"SDS SINGLE HDUI I 1. 9. 15" 1-3/4" 1 SEE PLAN I I N/A I . . I specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The MST60 (56)16d TOTAL 2x(30)Y4"-x 2-1/2"SDS DOUBLE HDUI 1 (2)1* 15 15" 4" SEEPLAN N/A . � -%4 thickness of the adjacent wall framin my be increased so as.to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out to athickness . boards/lumber,joists,posts,etc.-shall be pressure preservative t*eated to a level rated for the specific application. Borate-based treated wood shall not be used as/for I - 1. 9.1 r - 9 all;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with t ie ground unless specifically rated by the manufacturer/treater and approved as adequate for the CS16 (30)8d or(26)10d TOTAL (36)Y4"-x 2Y2"SDS SINGLE HDU14 15" 3" 1 SEEPLAN . N/A I . similar to that of the column so as to conceal the thickness of the column within the w � I I � . SPH4,-6,-8 (12)10d x 1-1/2" 2x(36)Y4*-x 2Y2*SDS DOUBLE MU14 (2)1' 15 15" 4" � SEE PLAN � N/A � . I I . I I I column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthe three. application. � I 11 I BPAHD22 (23)16d I . (16)10d 9 HGT2,HGT3 (2)3/4' 7- 11-1/2" 9 3' 1 SEEPLAN .. 11-112" 1 . . I I . � I . aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineeredwood I LTP4 I . 1 (16)10d I HGT4 (2)3/4- 7' 9. 3- . SEEPLAN 1 11-1/2" AECT I I .� 2.All interior wood and wood-based members in contact with co icrete or masonry shall be pressure preservative treated to resist decay. (12)9d x 1-1/2"TOTAL I I I I C.L. I (EWP)or structural steel colunIn may be used within the allotted wall cavity. � I I . A35 (I 2)8d x I-1/2"TOTAL "FRAMING"anod"FRAMING-TO-FOUNDATION"CONNECTOR SCHEDU NOTES: I GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS,THEREOF I . It. I . . � I I I "in diamete-and in contact with pressure preservative treated wood shall be either hot-oipped galvanized(HDG)or . META20 (12)10d x 1-1/2" 1 (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY . . I I I & f of 14 � 1, I � 1 3.All fasteners(nails,screws,bolts,etc.)less than'/2 . � 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-F D.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) I . . I � I . I . . stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility HETA20 (12)10d x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.)A MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL . � . FIELD FRAMING � I .. . . I with the application and/or corrosive material. The exterior use(f any material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONRY ('6)'6d SINKERS To TRUSS, � 3) DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8"SPACING BETWE AIR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE -M-0.0--- I-,� .- --".-,- - . I I . I I . � (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE E RIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED I . 0� I exclusive use of SS connectors and fasteners. The use of any ma-.erial treated with the pressure preservative treatment ACZA shall require the exclusive use of SS (7)10d or 10d x 1-1/2"TO TRUSS, CMU WALL TO THE<OF THE AIR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR . I . 1.Limited elements or areas of the design(s)depicted.within these engineering documents may include the label or reference"field frame"or similar. Atthese confined I I I MTSM16 1 (4)1/4*-x 2-IM"TITEN SCREWS TO WALL 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOC ONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. � I "I -- ft V . location§the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. MEASURED FROM THE LOWER SLAB ELEVATION I .- -- I I I . I . HTSM16 (8)10d or 10d x 1-1/2"TO TRUSS, 1 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE Wl' MANUFACTURER!S INSTRUCTIONS& I I � � I I � . stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or . 1 (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL DIRECTIONS I I I . - ction depicted herein to create his or 4.Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX, GD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON-SIZES U.N.O. I . I I I . effed td'the contractor or other person or entity responsible for the execution of the constru I I .. accessories. As such,the engineer has def Use only zinc-plated/galvanized fasteners with zinc-plated/galva dzed connectors. 1 (6)114"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCE SH ON PLAN SUPERSEDES MINIMUMS SHOWN gy. i .. MIS . . , her own design for elements or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, . I FGTR (IS)1/4"-x 3"SDS TO TRUSS, I ON THIS CHART --..11-1. I rules,codes,etc.and shall be to the executed to the satisfaction of the Building Official.- . (2)1/2"-x 5"TITEN HD's TO WALL 9)MINIMUM EDGE DISTANCES OF 4-OR MORE REQUIRE MINIMUM WALL FRAMING I I I . 1 (8)10d TO FRAMING, - 10)MINIMUM 8"SPACING BETWEEN META-orHETA-ANMORq U � � , --- , I . . � I 1 5.Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive � I MSTAM36 -x 2-1/4"TITEN TO MASONRY I 1)MINIMUM 1-1/2'EDGE DISTANCE FOR TITEN SCREWS � I -- 1.-I 7-1 � . I I . I. . � . . I I � 1 1(4)1/4" 1 1 . I I ��. I - . I --- environments or applications is essential for continued,long-terrr satisfactory performance. ---I--- - - - 12)MINIMUM 4-EDGE DISTANCE FOR TITEN HD's I I n� �, . . . . . I I . i- . I . I I I I � I I I -- ". 11 I I I . I I I r I I I el I I I I I . � I I . I I I I .. I � � I . " - . . I I . I . I I I I I I . . I I I . I I A � I � I . . I . . I . I I I I I . . , I . . I . � I I I I . I I I . . I . I I . . I I I 1. ;.�, � 1. .I� . � - I 3 , *RODS AT MAX.51-811 o/c. �RQDS SH RODS AT MAX.5'411 o/c. _ *RODS AT MAX.5 8 o/c. AS,9oOtATED DOCUMENTS. I$ 73THM DOCUMENT. ALONG WITH ,♦ ,♦ - ( I AN INSTRUMENT OF �61-6 + „ - rf�� 6 -6 --— —-- � ENOlN$ER',9' SERVICE FOR THE ! T16 ---_ _ - 2 2X8 T16 I 9XCLUSlVE USE AT THB 2 2X8 „ „ PROJECT TITLED HEREIN. ST2 4,ST2 _ OSB 3 n2 i 00 ; PORCH PADS TO BE. PORCH PADS TO BE: °O � „ x INFOReIATION DERrveD FROM "x16"W/2-#4'S 20"x20"xl6"W/2-#4'S DEI2.IiQDASSEMBL 20 X20 THIS DOCUAfENT, AND/OR T16 H END& 1 STUBBIES 24"O/C. (V T16 ASSOCIATED DOCUJ/ENTS• MAY BOTH WAYS BOTH WAYS I N L EACH 2 @ NOT BE USED FOR OTHER 1 � i E +- „ - „ - „ ' - » ' WORK(S) OR PROJECT(SJ 10 0 6 6 6 0 __ ---------- ---oe d" 1 --- ----- — WITHOUT THE EXPRESS 714 0 10 --- --- ---------- 16 ----__- ------ I I 16 1 WRITTEN PERJlIS,910N OF THE ++ i i i I PROJECT ENGINEER IDENTIFIED -- - ----- ------ -- I I I I I I BELOW • w r �— r - p p - O J L T16 I I , I 16 T' 7 1 1 I 7 I � 11 i i i 8/10 8/10 REV DESCRIPTION • F I I I1 II Q Q ST2 ST2 1 I ST2 ST2 i T16 I I I I 1 s > 11fiEB2.24.2015 U 11I -- ------- 2 _ —————— ———� F I I T16 , I I I 16 `c 7 I iI II - • �T2 � 1 I 1 ; x ST2 F T16 F F" 16 F- Q O I I I I I ¢ -:3 ' „ I ( " DO i r v� C v� C r r8110 8/10 I I 8110 I_ /2 AA A A • /,2 Q O The ST2 ST2 ST2 T16 I a rx I I 16 *ATTENTION* 9 —0 » - *ATTENTION* n i t I I o N I I I * * REFER TO DETAIL B/S 1 FOR } 1 > I �-------- --� L----------- -- - ------------JL�-- --------i I REFER TO DETAIL B/S 1 FOR CASTILLO "BRACKET" L.r-------- ------- "BRACKET"._._ „BRACKET"ENGINEERING f, N BRACKET ENGINEERING I I I I I I I I AT REAR PORCH FRAMING. 01 AT REAR PORCH FRAMING. z I I , I I I I o I II Group. +• I ——— — — _ - A Florida Co ration .r 9 -O T16 1 _ _ 2 MTS 12 s 1-TO-3 1 #2 � ;• .:, •.,-:. ----- ------1 � ¢ 2)MTS12 s @ Ml TO 3ply#2 O @ P YDesigners I i I , , z E 2x4 POST w/ 1 HYBRID SPF 2x4 POST �- 1 HYBRIIS 1 1 I I I x C �--------, O n------� Engineers 7 I I 1 I I 7 1 • _ ,� 2 2X8-1/2 g :> A 2 2X8 1/2 T1s n n _ 16 A x I I I I ----�- --- _ - _ ---- - -- - - ------- _ -- -- 65go Roosevelt Blvd. ST2 I I I ST2 \ \ x I UBM1- ---- , IBmi I I I I Iw I A I I 'b I I I I O 1 , I I W x I I ,n � 1 I I I W Jacksonville,z6ioo 3zz44 x;•: 7 ( V I I I I I I I I (`) I I I I V N I 7 L — —— — r8lf 0 -—-——— —«— QO — r ¢ FCOA No.i9oi5-� �• w ST2 3 � w II � � _ 11 , I 3 � w ,7 T2 4 V_2 I I u Z - ---I i I f I 1---- -_ _ u I I V1 .. ry �] ST2 I I I I 1 f I G4�� I I - -� I �__-__-____J L___ __- -- ----J ----------� I r-- - O p�,Cn U I I A 00 --------------J I U -- ----------- ---= U W O , �____- ST2 fl' —�1 r T- T 1 It— 1 ST2 _ r -�- = ------- ---- ------ CO = -, C14 I I I I I a ►�� II I 3 MAW , , II I N I I N - -- - - - Cn ------ L L „ „ L ---- ----- -- --- ----1 0 ^� , -- „ „ J„ �, ,� - - "— I- - --�J30 x30 x16 W/ 40 x30 x16 W/ 30 x30 x16 W/ �--- " = O ¢ I r I oo F02 6 n I I O .�¢ o 1 O 1 L----� I �-- 00 p O Q ( ) I ----J , I, I I I 3-#4'S BOTH I i I m ----- I `�' g = --- 3-#4 S BOTH 3-#4 S IN THE � -� , WAYS SHORT _ WAYS I i as L I o o I I Iw w I. 20 WIDE x 12 DEEP I DIRECTION& 1 � I F� ZU I I oo NTEGRATED CONCRETE I 14-#4'S IN THE ao I I I I I I ¢ LI U ¢ I 1 8/10 8/10 I F-I v� I I A � 1 8/10 8/10 I 1 I I I w _ — FOOTING W/(3)#4 CONT. LONG ¢ ¢ 03 I S"T2 ST2 ST2 I I 1 SIMILAR TO DETAIL I I I DIRECTION I I I ST2 ,ST2 I O A A A o ' O Q W i i �' A A W 1 1 I O ° I i u ---- i 1 I L, I Q N ^ 1 I 1 12/ST2,EXCEPT AS I I 1 I �, I I * _ * c7 I ' a! 00 NOTED HEREIN. I I I _ I ST2 y I I I I , .`� N z I L------------- • I I t I r ( N Iz tt I I I I O p I I I r-—I I I I ------------- ------ o N , , - - -- I I a W w 1 ' y, ------------- I 1 x � - - LJI CA 66 " " 4,- .. 12�-6" 12�-6" 4'-0" 13�-10" 2'-2" 4'-0" U " - - -- -- -+0 2 2 13 10 0 I I W .CV 0 o Q c —.. _.- c -- —F12— __� E-� o—.----- --..FO �— z -- --A \ w 4"CONC.SLAB I I I I I I 3�o ao U oo O REINFORCED W/EITHER 1 I I I I I I I I I sz; w - --- l I I I I I � A cv as_x ruq � N A90� I•, 6x6 10/10 WWM OR FIBER I I I I I I = r, MESH ON 6 MIL VAPOR �A 1-1 U� - rn o I o 1 I 1 4"CONIC.SLAB ( ------ - - `' BARRIER OVER CLEAN, I 1 I I I I I c•, L1 �,, v, vs -----Fi4-- 1 I I - ' ( 1 I I I I I REINFORCED W/EITHER I I 0.1 x A A M A COMPACTED FILL.SEE I I I I - _ �, I I I ,� x ti I I N I _ I 0 _ o 0 0 • , I ARCHITECTURAL ' I I �� I I i I I ' I 6xb 10/10 WWM OR FIBER N I I I O F05(3) - - �__ice • ( I N I I I I 12 I 12 I MESH ON 6 MIL VAPOR I I O O Cl I 1 DRAWINGS AND - I I I I I .n I I I * * . '. I 'n 1 I I ,�� 1 I BARRIER OVER CLEAN, I I \ w . I I SPECIFICATIONS FOR I I I ,ST2 I I ST2 I I I I ( I I ¢w ,_,�„ N f15(3) COMPACTED FILL.SEE I I nt 3 w �, C9 I I INSECT AND DECAY 1 1 4"CONIC.SLAB I ( 1 I I 1 M w --� I I I I ARCHITECTURAL \ F ----- --- - O Co I" } 1 RESISTANCE 4"CONIC.SLAB �_ R _ REINFORCED W/EIT ER I I I I I ° A o ----- -------- - I I I ( I I ' REINFORCED W/EITHER I I I DRAWINGS AND L- I _ �; A v - --- '" w — _J CONSTRUCTION 1 I 1 I I ( 6x6 10/10 WWM OR FI ER I I I ( I I 1 I SPECIFICATIONS FOR I p G4 O O A .-. O O a PRACTICES.PROCESSES I 6x6 10/10 WWM OR FIBER I I � C7 cn 1 MSTA12 cc ( ) @ Q O I I I ( I MESH ON 6 MIL VAP R I I 1 I ( I I INSECT AND DECAY 12 I i xx as p F" w O rf2 AND TREATMENTS TO BARRIER OVER CLE N, I I I MESH ON 6 MIL VAPOR I w Q w w w J 06�_3� --- _ - EACH JACK TQ_ oa w CODE I C I I I I ( I I I I RESISTANCE F MEET APPLICABLE I BARRIER OVER CLEAN O O °D - — O O I �T2oI L_J COMPACTED FILL.S E I I I-J I CONSTRUCTION of ST2 I I 1 Q o o O ¢ HEADER-W7W) 1 REQUIREMENTS: I I ARCHITECTURAL COMPACTED FILL.SEE I I I F" O H 2ply#2 SPF �,, a ¢ 2crfply#2 SPF TT20B STUD U ¢ I I I ARCHITECTURAL 1 ( PRACTICES.PROCESSES I I I ¢ Q v z w z �" 2x4 POST @ a z �' 1 t I I I I I DRAWINGS AND I I I ,., a Q 2x4 POST �, Q o 1FORI I DRAWINGS AND I I I AND TREATMENTS TO I 1 A A a oF16 -- --- -- E~ AO A 1 SPECIFICATIONS 1 T APPLICABLE COD I o N 1 MSTA12 z U sZ: U `� ¢ QA iv i I SPECIFICATIONS FOR MEE C 1 I x \ ¢ 04 O @ Q a4 a 1 ( I I INSECT AND DECA ( ( I 3 F10(3) ¢¢ w A i '�DEEP I REQUIREMENTS. t-J A O U w W O • I L_J 20 WIDE x 12 I I INSECT AND DECAYW4 10 INTEGRATED CONCRETE I ( 1 RESISTANCE 1 I I I * U O w — U • I I I RESISTANCE I O HEADER W/ 1 O i CONSTRUCTION W/ 3 #4 CONT. QQ w LTT2OB @ STUD Q p FOOTINGO I ! CONSTRUCTION I I I a! T D 3 (1)MSTA12 @ (1)MSTA1 @ PRACTICES.PROCESSES I w � -A��- -- as SIMILAR TO DETAIL AND TREATMENTS O I I I PRACTICES.PROCESSES �, I I 1 8/10 r8l,0I 1 O SEE DETAIL A/S1 SEE DETAIL A/S1 12/ST2,EXCEPT AS I MEET APPLICABLE CODE I 1 AND TREATMENTS TO I I I ST2 I -- HEADER W/(1) HEADER 1 ST2 NOTED HEREIN. ( I N MEET APPLICABLE CODE Q r1 Q REQUIREMENTS. i I I I I - - z LTT20B @STUD LT-1720B @STUD _ (2)2x6-CONT.-N I I ' Q I 1 I 2 2x6 CONT• 1/3 �.. --______BASE _ 2 2xb-CO /3 IPLY#2 SYP 2x8 REQUIREMENTS. IPLY#2 SYP 2x8 a 41 ^ � I I I I N w W A .7.- - - -"�A:S�E-TO_'T4:'1':R_— .�- ---- '---iTA�.7£T'F 71TI�-- --- �_ ._.� w A cY,•� A 1 00 I I I , r ST2 C1 LEDGER A F�7 w LEDGER _I I 20 WIDE x 12 DEEP _ I A c7 r8lf0 I LOCA rED A � � � �� SHEATH PORCH �� a SEE DETAIL A/S1 � � - LOCATED AT L ' INTEG TED CONCRETE I W �, CEILING PER � H W A — ----- ---- w O SHEATH PORCH 1 I , I I ROOF O d a x _. ------- SEE x .a w o w A ROOF I ST2 8 10 FOOT W/(3)#4 CONT. �.. � 1 I--------- ----------� x w° DETAIL /ST1 uao _ W u'3Q CEILING PER c�� x L _J — U Q ti o -- --- ------ o � RAFTERS & — --- --- ---------- SI ILARTODETAIL f RAFTER(S) -_ Q z� � (2)2x6-CONT.-1/31 x A z x DETAIL Q/ST1 O� O , IT I7 CEILING ,5T2 I CEILING z w A w IC • 1 /ST2,EXCEPT AS A C1 JOIST(S) JOISTS i~ , w c� w O NOTED HEREIN. I O 2 x8 2 2X8 �a �� A 2 2x8 2 2x8 i ❑ O2 ❑ ❑ ., SHEATH PORCH o� w ❑ � ) ❑ ❑ w ( ❑ ❑ ❑ w a A w �, QQ ❑ ❑ ❑ FASTENED TO FASTENED TO o a d ►�. a Q Q I x -, x SHEATH PORCH PO CH PADS TO BE. O CEILING PER o W A o w o W A ------ -- ----- .. EA.VERT.WEB �a�, W ., EA.VERT.WEB 7 7 o ., PORCH PADS TO BE: 20" 20"x16"W/2-#4 S 7 7 I 1'1 I I W W �. „. � . L— w O MEMBER IN ! IT A Z a! DETAIL Q/STI � z x x v CEILING PER � x p �•j „ n " a, -- ------ ------J I ST2 BOTH WAYS ST2 O DETAIL Q/STI O MEMBER IN S T2 20 x20 x16 W/244'S +- .. I TRUSS TO W/ IT D TRUSS TO W/ BOTH WAYS ❑ 2 2x8 2 2X8 ❑ 2 2x8 (2)2x8 (3).131 x3 O (3).131 x3 ❑ ❑ CD O - IKK�7 - - NAILS r , f 'i r �, NAILS IPLY#2 SYP 2x8 LEDGER " T 7 „ �, „ II PA 7 I *RODS AT MAX.3-1 Q---- -- --- 20x20xl6 W/ 7 „ " „ ----- -- ❑ ------ ---I❑ I - LOCATED AT ROOF 1 crj ❑4---- ❑ ❑ BOTH 20 x20 x16 W/ S'T2 2-#4 S ST2 ST2 RAFTERS &CEILING U I I ST 2 2-#4 S BOTHI � wO IPLY#2 SYP 2x8 LEDGER • + - I WAYS +- 0-01, JOIST(S)- - WAY 10 0 1OO IT B IT C LOCATED AT ROOF co p ;, 10 0 10 0 L -1 L O W .. : , r---� r , r--t r FASTENED TO EA.VERT. RAFTER(S)&CEILING ' 1 st FLOOR STRUCTURAL PLAN • , I- - --� ---- --� 1-- -- ---I I---- - -� WEB MEMBER IN TRUSS TO1 2 JOIST(S) ❑ ❑ ❑ ❑ ❑ ❑ M W/ 3 .131"x3''NAILS O S') n _ >< �r FASTENED TO EA.VERT. - - l� + „ xPAN ION MT 3/16 1 0 ^ , - -0 -O - 2 S - WEB MEMBER IN TRUSS TO1 EXPA IO T • •+ 2 SIGN4T. 8 — 3 1 ExPA11�' x i I „x „NAILjW/(3).131 3 S O L „ 5'-8"o/c. gy�.pp,,,, ;; �� _�2f _�•• ,b ( *RODS AT MAX. CONVENTIONAL STRAPPING PER DETAIL A/STI *RODS AT MAX.5'-8"o N sN 2xb- ON -1/3 2 2 6-CO T.-1/ 2 2 8-1/2 ; .r IT IT B IT , C IT D =----- 2 2x 1/2 Ii 1I II 11 D .0 I I 00 i I w I I a II o I1 � II O II � ♦ II U u I 1 II iLT08—' • • I 4ply 2 #2 SPI I II n JA S w/O I I - , I 1i II MIN. 2x4 SPF A Y M FOUNDATION PLAN I , T08 , 1 11 I , JA TO DER JACKS / 1 v \ tr — t -. MST 1 ON CH t I S1 — _ I , o _ o N 1 S II _ 3/16 1 0 _ I I A c )c @ JACKHEADER I I r� _ O II 4 _ EA POS ASE _ II _ AND 1 CS 16 n - • CONVENTIONAL FRAMING NOTES �o I , I I .. TO TUD OW I II 1 MAX. Ii . EAC STB SE I1 n ---VEL, n II r IST LOO I I II I1 _ � TOS BEL WIN � O ALL MATERIAL#2 SYP U.N.O. I I I I I rT1 R E I it 1ST F O LEVEL. 00 f ` --- - .ALL RAFTERS 2x6 24 o/c U.N.O. ¢ /n C/� m .: � 6 F+i '7 A A i / I ALL CEILING JOISTS 2x4 n 24 o/c U.N.O. DESIGN 11�IEB n n L --, L----1 �-- ---- 1 z ! NAL EA ROOF --------- --� CLUSTER 5 .131 x3 NAILS r � ti ci RAFTER TO CEILING JOIST r� v � � � d \ \ DRAFT 11�EB „ ;� ! o 0 0 o c o (2) DIA.x8 L.SDS FROM �, � � INTERSECTION. _ o 0 0 TOP 4X6 INTO 4x4 _ �, ' CHECKED EA W „ COUNTERSINK MAX. 5 .131x3 TOENAILS RAFTERS& O O @ y� x ------ CEILING JOIST TO LEDGER: ------- � 1 L ¢ ¢ r — ----- -- ------ ,, SCALE N.T.S. F TRADITIONAL HARDWARE (1)MSTA24 @ LA.#2 SP i r-- i H ---- -- �” - � 1 H2.5A EACH RAFTER TO HEADER I a a - -- ---- I ¢ r I I , DATE 10.9.2015 2X6 STUD•TO HDR PER DETAIL C/STI. ( } @ o MIN. 5 PLY SYP STUD O I , , 1 A A I I I IV. O A A ---� PLY#2 YP 2x8 LEDGER LOCATED AT A , �__ - --- o JOB NO. 15-198 PACK IN WALL. I 1 S I O -- --- 1 TOPPL.-� 4X6 EQUAL O C I a! ---, I a --- w ti O I ROOF RAFTERS &CEILING JOISTS O I I r O O pq * i FASTENED TO EA. 16"O/C ERT. I I ( MAX.)) o o " „ G f-+ I I I I - FRAMING MEMBER W/(5).131 x3 NAILS = w I r I I , I Lr~ c, N I I I z , • „ _O z 1 i I , 1 I I I I I o - Project (neer: 2 DIA.x8 L.SDS v, O -- - ---- I I L ---- -.. _ _� ___ �- ;- --- O O 9 . ----- ---- ---- -- I I r H CONTINUOUS o o SCREWS W/IN 10 OF TOP ¢ Lr HDR PER PLAN. OF HORIZ. 4 I�IN. 8 AIAX. ¢ A ---� � •.. A Q ^ •,,� . / ---- --- Q ' r , 0 --- -- - r --�--- b�fh:,� oodWa,�,'RE FtJ`t r W I ¢ o _ conal �h1 lne o I I o � g I 1 � x a , . -= Q x I I I I I _. A L, e `�io. 61 _ I L---- �---` _ L � - ---- ---- � � � -d� n X47 q , „ ,1 ALL ANCHORAGE LEGEND Q � � o .. Id DIA.x8 L.SDS SCREWS k Q " WINDOW AT 8 O/C L-- _- VIN. 2x4. P K - " SPF J C S U �. �„ R THREADED ROD ASSEMBLY w/7-1/2 - M N.4ply x4 2 PFJ S I a Y OPENING COUNTERSUNK MAX.) 5/8 DIAMETER I I I I I WINDOW-----_.. ( � COUPLINGS /(1)M TA12 NEA I I I , w/(I) STA1 ONE CH LlUJU ---� EMBEDMENT INTO FOUNDATION AND COU GS MTS 2's OR 2 ( MTS 1 s OR O 'ROOS? L OPENING � '� "x "ROUND HOLE WASHER ATOP J K TO EAD AN 1) M A24's TRU S ACK HEA ERA D(1) \ AS REQ D. 3 x3 STA24 @ TR SSPE TOP PL.ASSEMBLY. STA1 @ EA H PO - 1 #2 SPF MST 12 @ CH ST _ - _ UPPER-MOSTT1 TO-3p #2 S 2x4 T12 O 3p 3 (1)SP6 @ EA.#2 SPF 2X6 MIN.3PLY#2 �- - -- `� BASE O HE DEER BA E TO FADE n � .. , �:�`,"• �, , POST w/ HY ID PO T w/( HYBI�I} I I N �- D ANCHOR I } STUD TO SILL PL.AS SPF 2X6 STUDS �. i" DIAMETER FULL-LENGTH THREADED RO C ELO B L W I , � , HREA ED R D REA DRO .-•... n n ( II SHOWN w/b EMBEDMENT AND 2 EDGE AT FOUNDATION C 0 i �, I ASSE BLY. „ + ASS BLY. - ► x AND 3 x3 xlOga.SLOTTED WASHER( FENDERif / \ a WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. 2 T12 2x6- ON%1-1/3 I 2x6 ON .-1/3 11 „ ASSEMBLY. T11 TO DIAMETER HYBRID THREADED ROD ASS I I I I 1" „ L SDS FROM a I I DIAMETER ANCHOR w/6 EMBEDMENT AND 2 EDGE ll T14G BACK. , ' w Lto]REDUCING COUPLING TO }„ - - AT FOUNDATION, / 2 s s 10 DIAMETER FULL-HEIGHT THREADED ROD w/2 x2 x IT A (2)2X6-CONT.-1/3 f 4 i 2 O TOP PL ASSEMBLY. ` x - ONT.-1 T13G IT D ' WASHER ATOP UPPER-MOSTO1 FACE VIEW / 111 1 1 CONVENTIONALLY IT BL /(1);1/2"DIA.A.T.R.W/ / - - -�� I°- s DIAMETER THREADED ROD ASSEMBLY w/4 3"X3"WSHR&NUT STRAP ALL SECOND EMBEDMENT INTO FOUNDATION AND COUPLINGS AS � U*RODS AT MAX.3'-10"o/c. EA.SIDE OF " „ �„ I @ REQ D. 2 x2 x� WASHER ATOP UPPER-MOST TOP PL. FLOOR ROOF BEARING COLUMN AS. _ ASSEMBLY. WN. WALLS TO BEAMS/ SHO 2nd FLOOR STRUCT L PLAN B 3 L1��A r HEADERS BELOW PERrAREAR PORCH FRAMING DETAIL R DETAI s1 — 11 W I1`�DO W H ADE s1 3/16 t o S1 _ DETAIL A/ST1 I, . I I.. 11 I '� � I 0 1 . I . I I � . � , I I � ,, I I . � I . I � I . - I I I . I . I . . � , I . I I I I I I I � . I I I � .. SS & ATTACHMENT SCHEDULE � 1 7/16- THICK (MIN.) (24/16 - HEADER, ADJACENT TO 1% i . I � � THIS DOCUMENT, ALONG WITH .1 SPAN INDEX) APA- OR I ASSOCIATED DOCUMENTS, IS AN . ------- - -..I I TECO-RATED WALL SHEATHING X [TOP > - PER CALL SPH4-6-8 CONNECTORS AT x x x x x x -- x x I I IS I RERIF SHEATHING *WALL SHEATHING* I */(1) ROW OF Eld NAILS 0 OUT ON STRUCTURAL . r I I I I I I INSTRUMENT OF ENGINEER WIND ,�- (3) ROWS OF PLAN. - (supported 24'O/C MAX.) (supported @ 16"O/C MAX.) a I I Yolc AT TOP OF SHTN'G (IN T I SPEED& - . -N . /-(1) ROW OF a I Od NAILS 0 8* n\ 1\ . >-TO-HEADER o MAX. 32*o/c. � . . 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** 0 ,, 110d NAILS a 6 0 O.C., STAGGERED 'G (IN TO HDR.). NO \. / L � � I I AT THE PROJECT TITLED HEREIN. � MIN.THICKNESS 11 AS SHOWN. EA SHTN �v 1�, T 7 �fu /-OUTSIDE CORNER OF I I R TIO DERIVED FRO THIS 'I (SPAN INDEX) INT PERIMETER/HORIZONTAL VERT APP.W1 VERT APP. INT END (1) ROW OF 0 4" D.C. 0 PLY. ADDITIONAL >-TO-HEADER I � ZONE LICATION OUT STUCCO W/STUCCO ZONE ZONE 0 NAILS 0 STAGGERED, . CONNECTORS REQ'D w/ TRUSS 4' GARAGE. : : I I � I I . DOCUMENT, AND/OR ASSOCIATED .11 7/1 GI 211 1 1 1 1 1/4" OFF I 9 -I :.W,4-,___ ,Z � I . I 1 7/16- STRUCTURAL � 7/1 G" 15/3 G11/1 21 G111 1 211 6" 0.C. I UPLIFTS <1,000#. FOR HIGHER , + + .11 ___ 11 I I DOCUMENTS, MAY NOT BE USED I � I STAGGERED, < OF 2x6. 0 400 UPLIFTS USE CONNECTIONS AS / -- .. _ .131x3" TOE- OR END-NAILS (1) DIAG. BRACE OVER M N. (4) 1 a I I-RATED OS8 MAY I (2411G) (2411G) (32/IG� III WITHIN 3/4- 2 1 V 0 1 SPECIFIED ON STRUCTURAL I r-" '-O KING-STUD TO HEADER. � I FOR OTHER WORK(S) OR BE USED I.L.O. (Supported@ 24'O/C AAX.) 9 OF CENTERLINE II 0 ,&J a I t-1 PLAN. TRUSS TO >CUPS TO *4 IF THE INDICATED EMBEDDED .... 2x1O HDRS. USE (9) NAILS, BACK SIDE OF ' 11 4 WEB. CONNECT TO EACH TRUSS WEB � 15/32" EXPOSURE 115<132mph ; 7/1 G" G111 1 211 G1110 OF 2x4 BE ATTACHED TO SHEATHED I STRAP(S) ARE NOT PROPERLY .. 2x12 &ENG. WOOD HDRS. APPLIED TO FRONT SIDE W/ (2) NAILS. INSTALL DIAG. BRACES I . I PROJECT(S) WITHOUT THE � .6-, 1-RATED. EXP713,C,&D:' MIN.THICKNESS(SPAN INDEX) Bid COMMON NAILING` I . 0 .. � . . EXPRESS WRITTEN PERMISSION OF I (24/1 G) , CAST-IN-PLACE, THEY MAY BE . USE (12) NAILS. OF WEB I I ! � .1 .11 a a . GARAGE, /. OWING: . --`--� : I BRACE LINES & 0 MAX. 20' 1 THE PROJECT ENGINEER IDENTIFIED . I I ,1 �� APPLICATION OUT STUCCO W/STUCCO ZONE � ZONE a 0 11 (1) HTT22 ** --,-'� INTERVALS BETWEEN ENDS. I . I BELOW. . I I, I I I . 1 5/32" 1 5/32" 19/3211 GI11GII I .13ix3* TOE- OR END-NAIII-Sr/ E6a JACK-STUD TO I I , . 0 KING-STUD TO HEADER. , HEADER. 200 HDRS. USE \A( . If I 'N�//:1 I . 0 ; I HORIZONTAL VERT APP.W/ VERT APP. INT -E-ND- 111 1* "WITY81-CORNER 0 11 REPLACED BY THE FOLL ----(1) MSTA-SERIES STRAP 0 1 Gill 1 211 1 1 -It \ I IJ, . I . . 11 I I I . If I � . I I � . (3 211 G) (3 211 G) 1(40/2 ). I 1 1/2" 1 1/2' 2 1 5 8* 200 HDRS, USE (9) NAILS, . � . 18" STRAPS, 202 & ENG. . . .. : . I . . I I I .! I 0 FBC-R,4 MIN, 0.1 13' / 202 & ENG. WOOD HDRS. 41 4 WOOD HDRS. USE 24" 1 � . I BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF'I ; I I . I � *I, MIN. WALL SHEATHING & , A2-W-0 SW I At wr gLulm USE (12) NAILS. ... - WW&DDED STRAPS MUST : : � I NAILING MAY BE OVERRIDDEN .: ;F WALO�SHEATHING. NOMINAL SHANK dio., RING d1o. 0.012" OVER SHANK d1o., 16-20 UIX-r El ra wr CR CONTINUOUS LATERAL \\ I . � . I �. � 1 - � I s .1.1, RINGS PER INCH, 0.280"dio. FULL ROUND HEAD. MIN. 2* LENGTH. - THICK (MIN.) (24/16 SPAft---- BY REQUIRED SHEARWALL I . I WOOD-Tie ANCHORING RODS � 1-� BRACE QUANTITY ND I . I I . I , /16 BE INSTALLED wl ADDITIONAL IF LATERAL BRACE MUST BE MADE OF I .-"' (SEE F/STI). ! ...-1.2 ROOF SHEATHING PER *TYPICAL CONN SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL PER DETAIL B/STI, AT INDEX) APA- OR TECO-RATED PC. OF #4 REBAR PER I ',-MORE THAN ONE PIECE, DO SO BY � . . I I I � NAILING .: SEE P/STI FOR BOTTOM CHORD COLUMNS, JACK-TO-KING STU SHEATHING-TO-POST W/MIN 8d's 0 12" O/C OR GYPSUM-TO-POST W/ ----> * LOCATION DEFINE BY I I � ,: TABLE, W/PLY CLIPS BRACING REQUIREMENTS. I ASSEMBLIES. C EACH END OF WALL WALL SHEATHING w/ 3"/12*o/c SIMPSON INSTRUCTIONS. * TRUSS ENGINEER. OVERLAPPING AT LEAST 2 TRUSSES � 2 - . . ` I MIN 5d's 0 4" O/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH I . I � ,T I *'USS/ I *SPECIFIED NAI CONNECT TO EACH I . 1 (4) .131x3" TO;'-NAILS 0 EA. . SEGMENT, WITHIN 2- OF Eld NAILING. EXCEPT WHEN NOTED. I I *44 VIN, ig/sr RAFTER -TO-1-0P PL IN ADDI.J9N TO ENGINEERED TRUSSES OR EVERY PLY IN ADDITION TO 2 I OUTFIR PI Y TO SHEATHING AS I.;PF('IFIFr) JACK-/KING-STUD BLOCK ALL UNSUPPORTED PANEL .. I�� USE -RJ VERSION OF TRUSS MEMBER W/(2) I I I . . � (40/N) OITH TILE CONNECTOR(S)--SPECIFIED IN SCUEDULE EDGES W/2x BLOCKING. I STHDI4 AT CURB WALL NAILS I � 3 - ROOFING, UNLESS OR ON PLAN. tYPICAL, ALL TgtJSS & CONVENTIONAL (SOLID-SAWN) I I � I� I I ASSEMBLY, ROD 0 CORN : (DTL 2/ST2) * : I ' - FRAMING. SEE 0 1 (1) STHD14/-RJ CONNECTOR 0 ; LOCATIONS. EITHER I I I I NOTED OTHERWISE ;V,�- I MAY BE INSTALLED TO � I . - RAFTER BEARING POINTS. J` ; SSOCIATED DELEGATED EITHER SIDE OF CORNER MAY BE USED AT '�� I I PLAN, LAYOUT JACK-/kING-STUD ASSEMBLY- <�// 4 - ' � . I I . " ENGINEERING FOR TYPE I SIZE & . MULTIP III I 11 I NON-CURB WALL (DTL I I � I I TRUSS-TO-PL, CONLECTORS" I,I ORIENTATION OF MEMBERS. .41 19 1 � . POSTASSEMBLY, - POST ASSEMBLY-TO- 1/ST2) LOCATIONS. 11 I I� I I . I . . NOT TO SCALE � TI . (MAY BE USED I I EXCEPT AS NOTED ON STRUCTL�RAL PLAN(S), . (2) 2x( ) .#2 SYP TOP PL. FASTEN PLIES � (9 I � . .1 I.L. WOOD*Tie RODS) � - I I I I I The I "ALL" ROOF TRUSSES TO-HAVE: . I TOGETHER w/ (2) ROWS .1310" NAILS 0 1 GTH OF CS16 STRAPPING w/ MIN. (10) 10d . L.DOOR(S) SHALL E 1-/ I I x x R � 1--t . I I . I I (1) H2.5A I�2a I (1) SDV,,, SCREW I 12"o/c, STAGGERED, wl MIN. 24" LAP / LEN . � � � CASTILLO . . I I IE ,--� . INTO EACH PLY OF SILL & HEAD(ER), EXTEND + I I MIN. (12) .11311x3" NAILS IN EA. LAP. HORIZONTALLY ACROSS STUD ASSEMBLY& I APPROPRIATE FRAMING I MULTIPL TRUSSES I I . I I � I � I I MEMBERS IN - I I I 11 . I . . SPH4-6-8 0 MAX ,32"o/c 0 PL.-TO-STUDS � . , I BLOCKING, CONTINUOUS TO CORNER, nLUNG ALL , WI 11 9* MAY USE PA51 or -68 STRAPS I.L.0, STHD's FOR TRUSSES 0 24" O/C MAX . I I I I I I I ... - NOT REQ'D WILIEN USING WOOD*Tle .4 1 1� HOLES W/ 10d. (TYP - 4 STRAPS 0 HEAO(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE APPLICABLE AT STEM-WALL APPLICATIONS. ATTACH TO . � . Group . I *TOENAILS TO TOP PLATE NOT REQUIRED P I DETAIL B/ST1 . I 1 -3,I J-4 STRAPS 0 SILL) I � . OF ADJACENT FRAMING (STUDS). WOOD"'rie ANCHORING R= MANUFACTURER'S FRAMING vj/ W�16d or (2 10d ** I . . � I I . . TYPICAL EXTERIOR WALL I I 2x( ) #2 SYP SHOE PL. wl(2) ROWS � Ii 11,11,11,111,111,111,.1-1..,.""'I .11.1 11 ,,, .. .. It � I INSTRUCTIONS & TRADITIONAL MI IWECTORS - .< - � I . I � . � -11.,. � I I . I I I I . I . .`;A I OF .1131x3" 0 12"o/c. STAGGEFED 2� 1 M V .. .I .1 � ff'1`7 t C6 7�7 I D)RECTI - I . I . Designers ,.',:-- � . � MIN. .23 23/32* APA- OR TIE _RA R D W/ 11 11 I 5 AL PLAN SEE DETAIL C/ST1 FOR (VERTICAL) TYPICAL (37ARAGE ENINY FRAMING DETAIL - U.N.O. ' I !.-Nv --- I . . -1 I I EXTERIOR STUD WALL SPECIFICATIONS II 11 T&G DECKING (24'o/c STURD-I-FL 1 IC4 // HEADER-TO-STUD STRAPPING . . . I I Engineers . I SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. I 6"/6*o/c 10d NAILING & APPROVED 11 - I ,L/-I- -1 if 11 - NOT TO SCALE - 2nd FLOOR WALL � I I I I I . 1-11-------I----- SPECIFICATIONS. @ . . I 11 COMMN � - " I I . . . . -= = MATCH SIZE. GRADE & L= -4 �111 00RIM �11�111.1--l-.1.11.1 111%� WALL SHEATHING - k, ABOVE I I I I � 655o Roosevelt Blvd. ...1. ----------L QUANTITY OF ALL 2nd ----- ----- 111 I AT EXTERIOR DECKS, LEDGER 1-3/4' Vidth Pieces. I SEE TYPICAL WALL FASTEN FLOOR . Jacksonville,171,32244 . 11 + /74 ��\ I I FOR DECKING (PER A/STI) I 1 '7 FUR STUD COLUMNS w/ // . I SHALL MATCH JOIST DEPTH (MIN * Minimum of (2) rows of 12d (3-1/4") nails 0 12" a/c, . SECTION (A/ST1] I . (904)772-6100 . I TYPICAL INTERIOR BEARING WALL v III! . BLOCKING IN FLR SYS \ // � \ / "'11� -SWB I I 111�10111 2x8) AND BE ATTACHED TO EACH X I 41 ADDITIONAL SPECS -----�) TO LATERAL BRACE W/ I . I Fl,CoA No.i9015 . I iNT, LOAD- 11 // \\\ I I �--� xl*� * Minimum of (3) rows of 12d (3-1/4") nails 0 12" /c for 14" & -(4) 10d COMMON NAILS � - - � ING STUD WALL SPECS FUR-LE�ill \.. I I NAIL THROUGH A.P.A. RATED SHEATHING � - -------- �.L AND w/ list \I x / 16*o/c (MAX) VERT. FRAMING w,� deeper. EXCEPT AS NOTED ON STRUCTURAL PLAN S ,, , +\\ / \ . : Z INTO FRAMING W/8d AT 3" O.C. AT ALL a s require on additional row of noil when noil size T-BRACE FASTENED TO 2x4 PLANK ORIENTED I . I I I I I EFFECTIVEE PL.H,(FT)I ALLOWABLE STUD 11 I -/'"-2---- -:L-j STUD COLUMN U.N.O.. -- L.---,�L/� . EDGES AND INTO EACH PLY OF EACH )�'"dia. SDS-SCREWS - 3" LONG IF WEB W/ .13lx3* a 6" LATERAL BRACES 0 24- . . I TO 8'-I 1 I 2x4 SO SPF S �====I � I== ,Mr=�==4 1 1 DOUBLE INTERIOR PLATE, 12* O.C. DIRECTLY ATTACHED TO FRAMING. cn R� is smaller than specified above (min. 0.128"X3*). -J1 I O/C TOP AND BOTTOM. 2x4 DIAGONAL I I I - . I TO 12-1 I AW 2x4#2 SPIF S INTERMEDIATE FLOOR SYSTEM - Z 3-1/2- LONG IF ATTACHED W III Noll from BOTH SIDES of 3-ply members O/C. T-BRACE TO BE TO is'-7-1 1 APPLICABLE TO MULTI-STORY BUI I ELSEWHERE. III FASTEN TO FLOOR TRUSS Z//,/ BRACE 0 24" . � . I I TO 21'-7"I 2x6 12 SYP STUDS 0-12"0 W - h . THROUGH SHTN'G. 3-1/2* Width Pieces Ah&4-po�1-3/4* Width Pieces: 12* W/(3) 10d COMMON 1� O/C, DIAGONAL . I . . I 11 11 ONLY. SEE PLAN. LAYOUT. OR 11 11 , I FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCREWS: n * Minimum of (2) ro4f" 2- bolts 0 24" a/c st e 11 2S BRACE TO I I . . 4 ASSOCIATED DELEGATED ENGINERING FOR � � CONNECTIONS. SEE TYPICAL WALL BRACED. SIZE OF MEMBER TOE-NAILS. BRACES TO ,-- � . I � � I DS TO f�t FLR % TYPE, SIZE & ORIENTATION OF MEMBERS, -�/ 2d LDGR: (6) SCREWS \-2x STUDS 1 12" AS SPECkIED BY 'RUSS EXTEND INTO FLOOR " 11 LATERAL BRACE . � STUDS (OR BEAMS) W/ CS16�STRAPS IV BRACING, BLOCKING Ift INSTALLATION 1�1 . . I � I SECTION AND TYPICAL HEADER 200 UDGIR! (7) SCREWS ER TABLE. . I?" 11 � DESIGN E NEER IIN. I SYSTEM (1) BAY. -< W/(3) 1 Od I � I DETAILS, . I FRAMING DETAIL 2X12 LDGR: (8) SCREWS Z'A ,,�R V--�� 11 \ LATERAL BRACE LOCATION -- � COMMON NAILS . . I . . PS , A' - (28" + DEPTH OF FLR SYS. N L-EN GTH I . I � SEE SCHEDULE FOR . . . (2)2x( ) HEAD AT DOUBLE INTERIOR #2 SYP LEDGER FASTENE) TO 16"o NOTE1 . -1 , -1��-, . 1 X4), � I OTTOM CHORD TO �� - AT EACH END I � . I . I I -ND, TRUSS-TO-LEDGER ON H BRAC 0 MAX. 32"o/c wl (11) 10d/t � . I AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST /---�,� ' MATBC �E LOCATION I I CENTERED ON FLR SYS., TYPL,'AL, INT. '. MINIMUM WALL STUD (MAX) STUDS w/.131xY GUN NAILS 0 EA 1-� � I - & EXT. .' WHEN . SIZE, GRADE, SPECIES & � (TYP) . PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYOND LAST TRUSS. 11CONNECTOR , 11-1' 11 ON TOP CHORD. I WALLS. NOT REQUIRE' _JSPECIFIED ,I—, 0 . . I USING OD . I -� I *1 =� 12d COMMONS AT 8" O.C. BY TRUSS "jlg "-" . � . INTERMEDIATE FLOOR I . . . DETAIL B/ST1 I � 1. � TYPICAL, U.N.O. I I �Ig:; -,I SIDE PANEL HEIGHT TO ENGINEER. I A 11 I SYSTEM I . � I , . . I PT 2x( ) #2 SYP SHOE PL.. -\ I WIDTH REQUIREMENTS .J, 1�1 . I I I WOOD*Tie ANCHORING ' S PER SPACING - I I I FASTEN EXT. WALL SHEATHI�', . . ,.. . I '1�1 h (ft) TRUSS LEDGER & CONN TION SCH TRUSS) 1-1 I I � I I TO TOP PL., SHOE PL. & RIK. or SPH4-6-8 0 MAX 32"0/c 0 - . � MIN. w Rv#0-776.......... x6 W/(5) NAILS 0 EACH STU I. I 11 .. ., . . CEILING LINE I I � � I I RIBBON w/ PRESCF , . 7' -7--l-F- I k TR . � I . . PL-TO-STUDS - NOT REQUIR D I I 2� I -1"r-------1--W- Rv# 777-1241..... 'x8 wA8) NAILS 0 EACH STUD, TIc%E PLYSdF LISS WEB REQUIRING BRACIN . L . I `,1. WHEN USING WOOD*Tie ANCHO . . --7 Va. 4n) NAIL- ^- - -- - I � � . . I . SIZE/SPACING. ,�� I V I E25"I" < AILING"� � :5 6 ECTION OF kAl 11 RNG\ ,-J . f: I I. IF //- RODS PER DETAIL B/ST1. . 1 !6 1 . 4 1 7--2--172'w- L DGER DETAIL 04 T1 SCL BEAMS u.ko, I � .1 I I 0.. 4& I 49 . I I I WITH 4" BRICK VENEER E"TERI . I � NOT TO SCALE I I I I . , I FINISH, ADD CORRUGATED".G LV. . . I � I I I I , G E � I - 11 � -1 � � . I . I I I BRICK TIES @ 24"o/c HO.:�Z. & .. ; I � . I I � I I TRUSS ON PARALLEL END WALL(NOTE- I . I . . I . . I � I'll-- - OOF/FLOOR � I � RIBBON ON FLOOR TRUSSES NOT SHOWN I I . I I 16"o/c VERT. BRICK TIE MUST , .' 1/2"dia 4 '1�(1) HTT5 To ATR (TYP). HEIGHT-LIMITED USSES I FOR CLARITY,) I . I I � I I . I I HTN.:G TO I" - 1� CAST-IN-PLACE "J" BOLTS OR I I I � APPLICATIONS MAY USE. I.L.O. EACU ROOF/FLOOR SHEATHI� I . (2) #2 SPF 2x4 0 EA. CORNER SINGLE TRUSS I . I . 1111% . . WALL STUDS. 11� i .6 1/2"dia X 6" EMBEDMENT I . I HTT5, (1) PHD6 OR (2) PHD2's. IF I.L.O. 4x4 POST, (3) #2 SPF 2x4'S I . � . � ok. � . I I I EPDXIED ALL-THREAD RODS w/ . I . I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATIR . I x I , BRACING NOTES: . . I I . I . ' � . . SPECS. IF OVER 1st FLOOR BEAM. � I WALL SHEATHIN . I BEAM WHEN 6x6 IS REO'D. :. � . I 2"x2%11/8" WASHERS 0 24"o c. I STRAP TO BEAM */ (3) C516's(3ply 2X4 #2 SPF LEDGER 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER. U.N.O. . I 0 SEE SILL PL. SHEAR CONNECTOR . END POSTS REQUIRED). w/(4) .1 31 X 3" TO I HTT16 & 5/8*04-1/2" EMBED . 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR - I . ^ . I MONOLI THIC-STYLE FOL'�NDATION , . ET(S) � I EACH INTERSECTING (3) .131x3* EPDXIED ALL THREAD M EACH APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN � I 11110111� I SHOWN. SEE SHEET F-2 FO ; � WHEN USING WOOD*Tie RODS. SWB - SPECIAL SHEARWALL DETAIL TRUSS MEMBER - Q11 ALTERNATIVE AS SiOWN ON CENTER TO CLAIM A $100 GIFT CERTIFICATE, � � � .W STRUCTURAL PLAN. TRUSS OR I I . TYPES/STYLES. I I I �. . DIFFERENT HEIGHTS LEDGER TO I DETAILS PRODUCED BY THE TRUSS ENGINEER, . I . I . � . - I I I -� BLOCKING. 4. ALL FASTENERS SHOWN ARE ,13lx3* NAILS. I .APPROVED FOUNDATIO��' i NOT TO SCALE USE ViENeOTTOM 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS . � � , . I. . ON OPPOSITE SIDES -T BEAM-STRAP PER N/ST1 LION I . . I CHORDS ON -,,� 1111 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REOUIREMENT. � I . OF WALL. I� -A - . 7/16- A.P.A. OR TE RATED 1 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. I 11 � I I C;d T'\)I TYPICAL ONE- & TWO-STORY WALL DETAIL I- 11 C2�/c 8d � rA SHEATHING W/6711 � ��Tl .'N 0 T TO SCALE � � � 2x4 #2 SPF BLOCKING 0 - ��\--�(4) .1310" TOENAILS III NAILING - 4 SIDES PERMAN TERAL BRACING I . I -- -- ---- 5* < 24" O/C. REDUCE x /, 0 EACH BLOCKING I III NOT TO SCALE - � 1 41104111 .- . I i Ax SPACING TO 16" a/c FOR .1 TO TOP PLATE OF @) . � 4111, 1 e- SHEATHING/POST --�/ EXTERIOR WALL. � I � I . 1. I �k�l SW2 AND 12" a/c FOR I LOW-CARBON I STEEL NUT FOF I- )�"o AT .I I -. � - ROOF SYSTEM - I 1% I �I-_ SWI. I ** W I HEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP QUTIOOKFRS - � I I . 0 ABOVE ROUND "FENDER* WAS',iER ABOVE 7' 4 ... CONNECTED TO WALL I -11 I PEAK OF GABLE TO THE EAVE OR SEAT OF THE 24*o/c W/ I I qw* I 3"x3"x9/64" SLOTTED STE[- WASHER, . . I T / ROD TO BE POSITIONED SO TH:�T SQU I . DETAILS, - I I 11 EXTERIOR WALL - TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 CEACH OUTLOOKER TO TOP I I . 44, WASHER CAN BE TOTALLY SUP"O BY .�', --1 I I SW (TYPE)1 11 SPACING INDICATED FOR THE "X*-BRACING, A CHORD OF GABLE TRUSS OR END I I . . ,' TOP PL., I-. `%, I I MIN. 7/16- THICK (24/16 SPAN INDEX) APA- DETAIL TO BE FOLLOWED AT ALL LOCATIO BUILT-UP OR BOXED COLUMN MAY RE SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >. . I : I TECO-RATED WALL SHEATHING ATTACHED TO NS WHERE USED IN LIEU OF 44 OR 6x6. �,.� .6 --- I--------- FRAMING MEMBERS & BLOCKING PER TABLE BELOW, I EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. AND THE OTHER (OFF-PEAK) "X"-BRACES MAY - OVERHANGS 16t-->24". 0 16"o/c � lowk I I . I I , - BE OMITTED AT THE CONTRACTOR'S DISCRETION. / . I I I . -V TORQUE NUT ABOVE WASHER TO 30-35 1 BLOCK ALL UNSUPPORTED PANEL EDGES W/MIN. LUMN DETAIL ** . (2) H5 *EACH OUTILOOKER TO TOP I I . ': OF INSTALLATION 2x4 BLOCKING. NOT TO SCALE . � ; I . .. (AFTER EPDXY CURES). . TRUSS BLOCKING DETAIL I FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END ...... FA TEN ALL ROOF SHEATHING I I I . I :I -,--- I 2ply MIN. STUD END POST(PER NOT TO SCALE �' 2x4 BLOCKING AT ALL ROOF IN 4*-O* OF GARI F WAI I LL TOP >. �� A,-n" op, r,ARI F WAI I 41 V) qw* I :, ,,,-STRUCTURAL PLAN) 0 EACH END OF-- I 1% SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W/8d I ALL SUPPORTS W/ 8d"`1 . qw* I . .,* � . I (B I . !, . --_, I I I .� - 1�,� SHEAR-WALL U.N.O., SEE DETAIL D-STI 1 4'-O" OF GABLE WALL. ,-NAII IS 0 4'o/C 2x #2 SYP BLKN'G BTWN NAILS 0 4"o/c I 1 . . I 1! � LfIOR ATTACHMENT OF PW?ST PLY'S.+ I -V KERS w/.131x3* . I I � I I I r �: *AIR MAXIMUM OUT-OF-PLUMB x < M I I �, + - -y- -r- I I I 1 1/2- WOOD*Tie . ml!�! I TOE-NAILS 0 6"o/c TO -1 41100. 1 . .; . TOLERANCE: Y4' PER FOOT OR 2* PER - (3) .131x3* iDE-N ILS TOP CHORD or TOP > . A I . - - - 5-1/2 OID U.N.0. ,.1; 41111111, 1. I FLOOR LEVEL - WHICHEVER IS LESS. - I - AL -- 0 OUTLOOKER / DROPPED (-3-)�-) TOP CHORD 2x4 BLOCKING AT ALL ROOF � PROVIDE rVL.;- I � PLAN OR TRUSS LAYOUT / BLOCKING-TO-TRUSS SHEATHING PANEL EDGES WITHII` I . . I KING-STUD ASSEMBLY #2 SYP DBL OP CHO . NOTES I -- r"* WOOD-TIa ROD I f - , 2 "L" OR *T* BRACING ON VERTICAL 4'-O" OF GABLE CONVENTIONAL OVERERAMING CONSTRUCTION I I I I 1,III I I ON MIN. ONE PLATE I . TI AT OPENINGS MAY SERVE TOP > r I WEBS AS SPEC'D BY TRUSS ENGINEER. 7 11 . . � .,� I I/ST1-, AS END POSTS AT ,- , 1 2 2x NAILING INTO TOP PLAT" ; . I SHEAR-WALL ENDS � �� LA- 8 T Tol MIN. 2x4 #2 SPF 0 MAX, 24"o/c w/ (3) .131 x3" TOE-NAILS 0 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W1 (3) .131x3- TOENAILS. � .. 11 - --=------.I . . ",� . I II I *,I( , x3" N,i - .1131x3" NAILS 0 6"o/c FROM BRACING OUTLOOKER-TO-TRUSS TC VALLEY NAILER - USE ONE SIZE LARGER THAN RAFtERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W1 (4) ,131x3" NAILS. � bi I I I I �-,(2)MSTA24 W/(\ TOE-NAII PER E A TO WEB. ASSENT OF SPEC(S) ON RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*). . I � - I I 1. ,Y--Ift. I INSTALL DBL 2x .1 9)1'-Id / ) 131 . I I I I S:L. I . " , -DOWN AT EA I I U BLY 1. I .� - --,"% 5-1 " (AX BLOCKING IN TRUSS ENG., REFER TO -EXT. WALL . I . . # OIF-194M-�zWILL, PE --� FIRST TWO . RIDGE CRIPPLES - 2x4 #2,SPF 0 2' O/C (MAX HEIGHT = 6'-3"*). 1 1 1 P dH DI . I 11 INTERMEDIATE SHEAR - � R 9'9' � .,L)k V STUD � - SLOPE TO MATCH ROOF PITCH. - : . C) LIJ I I 11 INTERMEDIATE FLOOR . FASTENERS, PER DETAIL ASSOCIATED TABLE. `1� SPACE MATCH . 2x4 #2 $YP "X" BRACI . LOCA 0 PEAK - -ACE STUD SCHED.' ON STRUCTURAL 11 11 11 *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE W/ .1310" NAILS 0 4" O/C (MAX HEIGHT = W-10"). I I I I I I I I I � . . I . CARBON STEEL 11 � SYSTEM-APPLICABLE I ,T�v --�z ADJAC iff % I EQUALLY EACH WAY AS SHOWN BELOW. EXTEND *X" DRAWING. USING WEB UENGTH/HEIGHT ROM FLOOR � . ch � .. I LOW- I TO MULTI-STORY I A/ST1 TABLE. TYP. . �- ----- - - - . FRAM11 ." PER � BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = 11'-2"). 1 . I I . 1. � .I I I = OU BUILDINGS ONLY. . a I L-1 I - - - if ------ - - - SIZE/ ADE/ . �, IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED wl (3) .131x3" I � . k . THREAD ENGAGEMENT I ---1 I - - I ATTACH TO 2x4 VERT 0 MID-POINT w/(3) .1310" TRIPLE "L*IiI AS REQUIRED TO ASSEMBLY (O OUTILOOKERS). SEE I . I 11 '11 - ROM EACH WOOD*TIe I I I I I . � I I SPECI FROM TOP ME* 11�1 NAILS FM EA SIDE OF *X*BRACING. MIN. (3) EVENLY MAINTAIN MAX a/c SPACING WHEN STRUCTURALPLAN., I TOE-NAILS TO EACH TRU5S TOP CHORD. � . 0 D .1 - 6; I . .1 I . I - STUD :HEDULE. IW- PT 12 SYP 4x4 POST D *X* BRACES PER GABLE END WEBS EXCEED SPACING SHOWN ON . I I � I 1, ROD, (OPTIONAL. 11 . I I I � . ,��'.. . � N M" I 11 11 ATTACH CRIPPLES TO RAFITER OR RIDGE w/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. . � LOCATE,AS REO-D) � 11 � I I � - . I INTERMEDIATE SHE FASTENERS. PER THOSE SUPPORTING ENGINEERED I BIRM16LTOP CHORD GAS E INEERED ROOF TR - � "') : .I* I I I I I � .� , -COLUMNS TALLER THAN 10' OR 'K G- 11 = U 1 1 � 1 : SILL > / I III I 11" MAX. "X* BRACE SPACIN * USSES M% RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS) 1. . . : HEDULE ON S-SHEET(S). 1/2- di - (2) MSTA30 WA24) 10d WOOD PRODUCT: USE PT#2 -4A2 PIrCH - 8'-O"o/c TRUSS C04VENTIONAL AFTERS/JOIST. � I WOOD9rie RODS - X"dio. � ? --1 I : t. I II WOOD-7ie ReE/ NAILS NAILED TO PLATES (U.N.O. ON * 4A2 <%PITCH - 6'-O"o/c 7/16- THICK (MIN.) APA- NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END wl (3) .131x3" TOENAILS. I I I SYP 6x6 POST. & :71/ 1 . � A307 THREADED STEEL RODS I U.N.O. AND BLOCKING ON INSIDE CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. I I � I I -;d . � . (ATR-) LOCATED AT I I TRIDTIN'L WILL CONNECTORS I STRUCTURAL PLAN) 7 1 vw TECO-RATED WALL SHEATHING. I � 0 1. CORNERS. EACH SIDE OF EAR-WALL HOLD DOWN IN N MATCH NAIL SIZE/SPACING 4 --t � N ETAIL "VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. I I . . OPENINGS LARGER THAN 6'. . . I I ADDITION TO ANY RODS USED FOR UPLIFT. . . . DESIGNATED FOR WALL BELOW � . I I 11 I I . I "INDEX" SHEATHING 1/4- FROM - v --� EDIATE . AND 6*o/c (EXT. WALLS) or I . E Z 2x4 #2 SYP LATERAL BRACING -/ -I GABLE. BLOCK ALL PANEL EDGES. 11 � � I . I BOTTOM OF SHOE PLATE FOR .. SILL PLATE 4'o/c (INT. WALLS) . �POST TO SLAB CONNECTION WITH w/(3) .131x2l" NAILS INTO EACH / I BALLOON FRAMED,, MATCH EDGE NAILING MATCH EDGE NAILING I I MOISTURE PROTECTION AND.TO � SHEAR : L, THEREAFTER. SEE DETAIL I . '�'�BEAM ABU44 OR ABU66 W/(12) 116d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO ** BALLOON FRAMING MAY BE USED WITH PATTERN FOR - I 2x #2 SYP CONTINUOUS ,� I PATTERN FOR 2x4 #2 SYP "CATS*6 . < x CREATE OVERLAP ONTO DOUBLE CONNECTORS - F/STI FOR USE AT ENDS OF 8d COMMON ND OF EACH SHEAR-WALL SEGMENT VAR rw ABOVE - SPACING & LOCATION OF I EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BE SPECIFIED SW(BEL � 12-o/c ATTACHED TO I . I . I SEE TABLE FOR SHEAR WALL SEGMENTS. NAIL SPACING 1w- I & ATR OR (1) HTT16 & ATR. ADJACENT*X* BRACING. BOTTOM CHORD OF GABLE TRUSS III FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN TOP . FROM TOP >OF AT SHEATHIN TOP TOP >IS W/(4) 12d EATHING:.TO SHEAR-WALL Ist-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS I � POST/BEAM I 1 (2) H2.5's. H5's OR EQ. FRAMING M=BE CONTINUOUS FROM THE CHORD OF INDICATED SHEAR-WALL TO ADJACENT, CHORD OF INDICATED /-COMMON NAILS & ry Li BE "FLUSH* W/ SLAB EQ.9E � I Y1 FASTENERS AND I DESIGNATION : PARALLEL TRUSS. ADD .131 1 .TRUSS CONNECTION, I / ATTACH TO EACH I � I � SPACING. PANEL PANEL TRADITIONAL WOODoTie TRADITIONAL wowor,q . I Z 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. x 3* NAILS FROM TRUSS BC � I I � I I - I ,i I I � HARDWARE RODS HARDWARE RODS . FLOOR SYSTEM TO BOTTOM CHORD - TRUSS TO TOP >ASSEMBLY W/ I I IIADJACENT, AND CONNECTED TO, TO THE � TO 2x AND FROM 2x TO I I ADJACENT TRUSS W/ . . Ll- I I . - I .1 Ik " . . OF GABLE TRUSS, SEE 11>11 UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A . TCH EDGE � (3) 10d COMMON , I 11 " . � ... GABLE TRUSS IS USED. IT MAY BE APPLIED TO . TOE-NAILS. I ,.. 4111,14 � I WALL SEGMENTS �k-115' LONG, (2) CSIt's ACROSS WALL SEGMENTS > -F . . STRUCTURAL PLAN. MSTA12 STRAPS 0 48"o/c OR LTP4 � NAILING PATTERN FOR . . . FI **L I FASTE�'STUD PL'Y' .13lx3* TOENAILS 0 6"o/c & EITHER . TOP >- MA . . �I, .. -- %,-- SW , WALL SEGMENTS I - 'S -"I I -1 . I . . . . t,-. -, I . I I I I '�"�--TOGETHER PER DETAIL . . 11 \1 , \,; \` \1 \�, \ I /- � , � I �! ENCLOSED 6"o/c 12*o/c NONE REO'D. WALL 15' LONG. NONE FLOOR SYSTEM TO 15' LONG: NONE D-STI. 11 1�11 .'.. . I I , , THE INSIDE OF THE WALL STUDS AND THE B.C. SPECIFIED SHEAR-WALL. 2x - I !..............�� . �- , I (1) REO'D . , 00�//Y/>/11 ATTACHED TO EACH STUD WITH (3) .131 X 3- MUST MATCH OR EXCEED � I . SIMPSON *AT" (ACRYLIC TIE)' . I . Z (D - SEGMENTS <15' LONG: . WALL REQ'D. WALL . \\ \ .. \z,\\I,\' PLATFOR ENG. TRUSS I ENG. TRUSS 7 ENG. TRUSS I ( 2 PART EPDXY, INSTALLED . 4 Lu *; FOUNDATION - HTT16 OR (1) PHD2 EGMENTS < 15' COLUMN BELOW W/ SEGMENTS < 15' - AND THE T.C. TO THE TOP PLATES w/.131 X . I LENGHT OF SHEAR-WALL. I . I I I ry PER MANUFACTURER'S M .. J MONOU THIC-STYLE PARTIALLY . / I 11 -7 ' 3" 0 4"o/c IN (2) STAGGERED ROWS. ** . I I .U < 6 a/c 8"o/c LONG: (1)h'dio 1 st FLOOR LONG; (1) ,11i'dia \' ** BOTTOM CHORD OF GABLE TRUSS MAY BE SHEAR-WALL - CONSTRUCT I I � . < . . - - I ENCLOSED I � D-DOWN AT BASE I/ SHEAR-WALL - CONSTRUCT I '1`1 '. INSTRUCTIONS. . . . 3t: - ROD HOL WOOD*'rie ROD . I I I FLAT, SLOPED, OR COMBINATION THEREOF. IN PER SPECIFICATION. EITH . PER SPECIFICATION. EITHER-' a- , . . CD 4-- FOR CLARITY, SEE ,,\ -DOTING (SEE I IF 1st OUTLOOKER IS I I < I I SW2 I (1) HTT4 OR (1) PHD2 (1))�"dio (2) CS161 ACROSS (1),11�"dio I I 11 III ,,.�, &LL INSTANCES: VERTICAL WALL FRAMING kU_ST . :M -i :21 SHEET ST2 FOR L BE CONTINUOUS FROM FLOOR BELOW TO TOP I -- FROM FASCIA OR BOTH SIDE(S) MAY BE � OR BOTH SIDE(S) MAY BE 1. I I - . . .% W 0 �-� I APPROVED FOUNDATION ENCLOSED 4"o/c 12"o/c WOOD*Tie ROD FLOOR SYSTEM TO WOOD*Tie ROD += ,--' I BOARD, DOUBLE 1st SHEATHED. EDGE OF 2x NEED NOT I SHEATHED. . I I 1,I 1 1*4 1. f�<6 .Ln TYPES/STYLES. HEADER ORSTUD - ') SIZE) PLATES IMMEDIATELY ADJACENT, AND -- , OUTLOOKER ONLY. I BE FLUSH WITH EDGE . I ry 0 � 1� I< :2. =) I COL BELOW w/ Ist I I , . CONNECTED TO, BOTTOM CHORD ABOVE, ** OF TOP >. . I � . I I . E I I I .;, . PARTIALLY . FLOOR HOLD-Dom � � I I I � . 1. :2 - 4 o/c 8"o/c & BEAM THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A . I I 1 .4. .T. - , I . .0 I . � ENCLOSED . AT BASE - I I . I . SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA I :D 0 � I I I . 41 I Swi (1) HTT5 OR (1) PHDIS (1) %-dia W0OD*r1e (3) CS16's*ACROSS (1) %*dia WOOD*rie CHANGEIN PLATE HEIGHT FRAMING DE 1.1- !;� AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE , M I Z� �. SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL MIN, /:' EDGE---JI`Z I. I SEE SILL PL, SHEAR CONNECTOR SCHEDULE ON ENCLOSED 3-,/c 12-,/, ROD (MATCH HTT22 FLOOR SYSTEM TO ROD NOT TO SCALE . NOT TO SCALE I SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL IIIII- DISTA, 4 '. I I I q't 0 10E . I @ TYPICAL GA13LE-END DETAIL - U.N.O. SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL 1W I .. . 14 . . S-SHEET(S) FOR SILL PL.-TO-FOUNDATION EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 FRAMING SHEATHING, THIS DETAIL 15 NOT APPLICABLE WHEN CONVENTIONAL lu .I :I* t. . 1 . . <- � I ACHORAGE WHEN USING WOOD*rie RODS. � � w/ 3*x3*xY4* COL- BELOW W/ Ist EMBED./EDGE DIST.) I ------------Il - . NOT TO SCALE . � I � I ,I ROOF FRAMING IS USED. ROOF FRAMING IS USED, . �� . I I '% I -11 . . I . PARTIALLY a/c 8"O/C ROUND-HOLE WASHE FLOOR HOLD-DOWN W/ 3*x3*xY4' I I FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING. (9 . OPTION I � . . I I V) � . I ENCLOSED .3' AT BASE I "IIIIIii, .!I .. .. I � TI SUM CLN'G DETAILS FOR MAXIMUM a/c I . . I OPTION #2 1 . . rB wOOD*Tie DETAILS & SPECIFICATIONS � I I I I -I--- ---I-- --L "' I WASHER I . � DIAPHRAGM, REFER TO REPORT ICC ESIR SPACING OF BRACING. O KING STUDS INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE � .IN�TERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE . I I I I * = MIN ,157 8d-NAILS EACH END OF EACH STRAP, 1338 & ESIR 1046 "GYPSUM BOARD I- 1. - . . , . I A � I � . ALLUNDER-EAVES (SOFFIT) TC INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1-03 EXTEND ONE STUD TO TO I I I � I I I . I I . I 'r.- C) -J \�,E�l 1. ,.. I I NOTESo 1) HARDIE-PANEL OR UP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16* THICK APA OR TECO-RATED WALL FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS I � � MATCH EDGE NAILING , � ch .... BE EITHER VINYL SOFFIT PATTERN FOR ROOF FLOOR SHEATHING --_ , I . , - SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. I WOOD TRUSS HANDLING,, AS JACK STUDS AND STRAP EACH ..o o o o o --c7-o-�a-o �-- I 0 I.. -44 I . MATERIAL. RATED & INSTALLED le � 00, INSTALLATION AND BRACING EATHED � . SPECIFIED SW(BEL x 2x4 #2 SYP NAILER TO . � � � �11 I . � .. I ; , � 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 112*02' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN, FOR THE APPLICABLE DESIGN . 4p -7 DETAILS & I TR TI `.- 000 Q o o o � Q o o a o . AT SHEATHIN TOP I BOTTOM CHORD OF TRUSS x - , , , 'X . �"- 0 0 .. I Zx 12 SPF BLOCKING, AS REO'D FOR RADIUSED-TOP 3) TOP PL. SPLICES IN SWI & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48* LONG */ MIN. (24) EvENLY-SPACED 10d NAILS. - SIDE w/ (1) MSTA24 PER PLY. AL PLAN, r /-/ / / / / ., / / ,,,- MIN. 7/16" THICK WALL I ONDOWS, w/(2) .13lx3* TOE-NAILS PER END. I I PRESSURES FOR THE SPECIFIC I -,�� -- I .00 o o)t. I . o o o o . CHORD OF INDICATED -, 16- W/ 10d COMMON 0 3"o/c. PROVIDE FULL-DEPTH - . .%�* . I 1 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA2�Vs (ONE�EACH SIDE OF >) CENTERED ON APPLICATION, Q& %" THICK ,,,,,-1x4 SYP CONTINUOUS ERACING . . G o oI o . o . . a TRUSS CONNECTION. MAX BLOCKING BETWEEN JOIST/ �4 / :/�� / / / , / " SHEATHING OR STRUCTURAL I I HEADER, ADJACENT TO EACH SPLICE. I (MIN.) APA- OR TECO-RATED :;:; w/ (2) 10d TO EACH 7RUSS. .... - - 7/16- THICK (MIN.) (24/16 . I Cn IN N- Li , � -SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMIJ WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR QEL - OVERLAP Is I % �FASTEN TOP PLATE TO HEADER I SPAN INDEX) APA- OR TRUSSES ABOVE 1st STORY � I � � SHEET-SIDING w/(1) ROW OF 8d 2- il V F TOP PL. - PER CALL SHEATHING W/6"/6*o/c DO NOT SPLICE ti o . 7--/---/-/ / / / / ., / / I . NAILS 0 3-o/c AT TOP OF ",� ILAX . OUT ON STRUCTURAL 0 TOP PL-TO-HEADER 0 SHEAR-WALLS WITH MINIMUM ATIR EMBEDMENTS (INTO LINTEL OR TIE-BEAM) INCREASED To 12" FOR 1/2'dia AND 15* FOR 5/8"dia RODS- 6d NAILING. BLOCK ALL - JOINTS MIN (2) TRUSSES. 1 / 3 / 2 .. N �/(2) ROWS OF 16d NAILS 0 1 4. TECO-RATED WALL SHEAR-WALLS, ATTACH I SHTN'G (IN TO TOP >) AND AT - , . PLtN. MAX. 32*o/c. I � 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM 1 ��4�,_ EXTEND BR - a a/c (TYP).. I �1. ENG, TRUSS I I SHEATHING w/ 3*o/c 8d � SHEATHING TO BLOCKING / / 4 / / / / I ., , -,,,,,,,,,,,, . UNSUPPORTED PANEL EDGE. . SEE a W/ Eld NAILS 0 6"o/c AND 1�71 , S� I I I � ING TO END OR % � �-.-I 16" MIN. FOR 1 STORY I� I . I IIII 11 I-. I � I H, OUT NAILING. BLOCK ALL � I I DESIGN RW I I BOTTOM OF SHTN'G (IN TO HD ",I. I :� I . ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. r1q;Z1 . ON Sf;ZU6LTUJRAL� � - - 411' /---I.1.-124- MIN. FOR 2 STORY ATTACH SHEATHING BLOCKING TO TOP PLATE / / / / / / /-�// NO ADDITIONAL PL.-T i- %. I i I I I I I 3B PLAN AT SPEC I FASTEN SH a TO NAILER W/8d . UNSUPPORTED PANEL I w/0.131*x3* TOE NAILS 0 � I I I . \1 Eld NAILS IN 3" GRID PATTERN AS / 1.1 , EDGES W/ 2x BLOCKING. - ..- . . . � 11 - UPLIFTS (1.000#, FOR HIGHER I � (, .113110* TOE- OR I OPENINC% I oc COMMON 0 3*o/c. I 4-0/C IN (2) STAGGERD 14 1 � DRAFT MEB I .. - " . � SHOWN & 3'o/c INTO ALL FRAMING 1. SHEAR-WALL - CONSTRUCT ROWS. .1 CONNECTORS REQ'D w/ TRUSS :� 4- 11 y '--�,, END-NAILS 0 KING I-STUD � TYPICAL SHEAR-WALL ASSEMBLY DETAIL I IL I ,7*/7*o/c 5d COOLER . r"11� col - .. UPLIFTS USE CONNECTIONS AS NOT TO SCALE I � � I MEMEBERS(STUDS, BLOCKING, AND a ** IF THE IND I PER SPECIFICATION. I SPECIFIED ON STRUCTURAL PLAN. ': ----- -+ ,_TO HEADER. 2x6 HDR. I "�-tE CONTINUOUS BRACING IS o- o'- I. ATTACH SH SHEATHING BE ON OPPOSITE I DOUBLE TOP > ;-�, -- ----- - -- �, (P NAILS OR #6, I-Y�" 1, . SILLS) (TYP). , I o o* ICATED EATHING OF I CHECKED EAW /Z --�, � U I I \ � USE (6) NAILS. 2x8 & . . . 1\DRYWALL SCREWS. Y B61 APPLIED TO THE BOTTOM OF THE � , I . EMBEDDED STR I TO TOP >oz wl ad "I ,", 6,1,i 2'. \\ 2x10 HDRS. USE (9) I I* 1* NOT PROPERLY I � SIDE OF WALL OF BOTTOM � I WALL I .131x3" TOE- OR -, . WI \\ NAILS. 2x12 &ENG. . �_TRUSS BOTTOM CHORDS MA BOTTOM CHORD (AND, Z 11, 1 . INTERMEDIATE (NON-CORNER) AST-IN-PLACE AT COMMON 0 3"o/c. CHORD NAILER. I . I END-NAILS 0 KING-STUD �; WHEN WINDOW DOESN'T ATTACH I \ (1) WOOD*Ue ROD ADJACENT TO - � I � BRACED BY EITHER METHOD - SUBSEQUENTLY, THE GYPSUM CLN`G I -.1.1 .. 11 lo C Ii, SCALE N.T.S. . TO HEADER, 2x6 HDR, USE i ... DIRECTLY TO HEADER. SEE TABLE FOR WOOD HDRS. USE (12) STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING IS ATTACHED TO THE BRACING PORTAL FRAME DETAIL MATCH I . ,I FOUNDATION POUR, THIS DETAIL PROVIDES A ALTERNATIVE METHOD OF ATTACHING A � � � I :� I .SIZE & CONNEC . I \ NAILS.. I I RATHER THAN DIRECTLY TO THE - TYPICAL. SEE STRUCTURAL P ol-I 1:a, THEY MAYBE TRUSS-TO->CONNECTOR. . I (6) NAILS, 2x8 & 200 1: --i 4-------P I TION(S). 1� .. CONVENTIONAL LUMBER (2x8. 2x1O. �'',, TOP PLATE MAY BE NOTCHED TO I I (SHOWN AT RIGHT) OR THE RIGID TRUSS) THE MAXIMUM a SPACING STUDS PER MAX. I I Lm FOR ADDITIONAL INFORMATION, . *a REPLACED WITH HTT22's SHEAR-WALL TO A HORI NTAL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE Mr� I . HORS. USE (9) NAILS, 2x12 . ---------A? - I \-(1) MSTA-SERIES STRAP 202. ETC). (1) WOOD*TIE ROD �'',, ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT /C HEIGHT o o f��Tl CONNECTORS, ETC. o1ol-6--d-A I, ** AN ENGINEERED TRUSS, D MAY BE USED I.LO, FRAMING THE I I 1 17 . I DATE 7.7.2015 & ENG. WOOD HDRS. USE I , ir I .%�---.:7-:,-7-:--.... ADJACENT TO EACH SIDE OF POST IF WALL PROMIDED THAT (1) 2x4 #2 SPIF LEFT). .1 OF THE BRACING IS 24'. STRUCTURAL PLAN. ---- I - a 21- SHEAR-WALL CONTFINUO TO THE UNDERSIDE OF THE HORIZONTAL TYPE (DTL A/ST1) I I . -- - -- --1 F,--.-------- 0 LACd JACK-STUD TO I . I 10'-1 .o..-4�1`k'k o i.rg .I. L k I 4. � UNSHEATHED SIDE wl I .... ..""" FOR A PANEL SPLICE (if needed). . .. ROOF FRAMING IS USED. - - I -NO. (12) NAILS.. �. HEADER. 2x6 HDR. USE PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF I I *0 EMBEDDED STRAPS SHEATHING. THIS DETAIL NOT APPLICABLE WHEN CONVENTIONAL STUDS /SHEAR WALL I JOR JOB I � . . NTERMEDIATE WINDOW HEAD 12" STRAPS, 2x8 & 2x1O (LSL. LVL, PSL, ETC.) PORCH BEAM TO SUPPORT TOP x IN . GYPSU CLN'G DIAPHRAGM METHOD O CING METHOD (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED. I MUST BE INSTALLED w/ I 4 . FRAMING PER PLAN -/ � I I 1�11111 * APPLICABLE w HDRS. USE le STRAPS, ADDITION. (1) WOOD*Tie ROD SHOULD 1 1 0. oo -& OCCUR WITHIN 24' OF ool I:Q ADD17IONAL PC. OF #4 1 1 . I I . I WOOD*Tie ANCHORING RODS, PER-, TRANSOM(S) ONLY, SEE TABLE�/ BE INSTALLED TO EACH SIDE OF I (REQUIRES ISE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16- THICK (MIN.) (24/16 SPAN ...� oo MID-HEIGHT OF WALL. , loo ol REBAR PER SIMPSON TIO #3 1 . NA DETAIL B/ST1. EACH SIDE OF . I- N(S). 202 & ENG. WOOD HDRS, PORCH BEAM AND (1) MSTA24 SHOULD USED WITH 'PARTIALLY ENCLOSED" BUILDING TYPES) � ...o .. I INSTRUCTIONS. 11 INTERIOR OR EXTERIOR SHEAR--:WALLS RUNNING EACH OPENING. WITHIN 2" OF _, USE 24* STRAPS. . BE ATTACHED TO (1) SIDE OF EACH I I INDEX) APA- OR TECO-RATED o oo - MIN, FO lo*1 , 1-:1 INTERIOR SHEAR-WALLS r UNNING PARALLEL TO TRUSS ABOVE I I I -/KING-STUD ASSEMBLY. _ - 41 1 1 TOP >CENTERED ON THE JOINT. I WALL SHEATHING, BLOCK ALL To -,16 R I STORY 1*1 1:1 I I I PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR Project Engineer: JACK ., I * (1) SPH4-6-8 CONNECTOR. � . I "I UNSUPPORTED PANEL EDGES W/ **-*- / 24" MIN. FOR 2 STORY I 11 t . VERTICAL WEB 6" TO 1 1'-6*. 1 , -1 N, , 1�. . :. JACK- & KING-STUD(S) - TYP CAL BOTTO BRACING & SOFFITS DETAILS I 0:1 STHD14U SHOWN 11 I � -4 � "* * -1 �-,L. - ., 0 SINGLE JACK-STUD TO 2x BLOCKING. HORIZONTAL oo I- I- I - �� PER CALLOUT ON I I " .. � STRUCTURAL PLAN. . USE (1) LTT208 1�0-T LE I 1, C., -v�- IN - SHOE PL PORCH BEAM MAY BE NOTGHE-Q- (P 'o Ia. I z I . M N � �'-- I �. . I ; I ACK-STUDS TO -- I . EXT. FINISH. o o ---�J, WI I 0 'PF WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) I AROUND TOP PLATE PROVIDED I I ," ".,�W/ 7" MIN. EMBEDMENT& I 1 14 FLOOR � I El C-1 .�Wo &&*t E, CURB WALL - �� I �, . I . SIZE & CONNECTION(S). HTT16 0 TRIPLE (OR MORE) THE TOTAL DEPTH OF THE - � - L 1 (2) STHD14 - EMBEDED .. 2"x2*x3/16' WASHER (TYPI), I I PLACE 2x4 RIBBON BOAOD SHEATHING I I I * tion 1� -11% . * STRAPS 14* INTO I I . ,� I INTERMEDIATE SHEAR�, BEAM IS >9-1/4" UNLESS 3ply 2x( ) #2 SYP "EMBEDMENT LINE" - GlIm a nginew - .. FASTENERS, PER SILL PL. VANDOW(S) AND JACK-STUDS TO � NOTED ON THE STRUCTURAL . FOUNDATION. USE STHD14& FIT SILL >. I 0.��Jflq,I AT BASE OF CURB FOR FLOOR AND#NAU, I I � ,_1 I - � I I. --..� SHEET. I WHEN LOCATED AT A CURB . I 9 . o-� -� WALL. TRUSS TOP CHORD . LJ:0cens"Ob 61947"U1 I . . I ",� ---- , I+- Y------- FOUNDATION. P--- 4 - SHEATHING I .T- . �� I I I ZIA ON S-SHEET(S). r------n + k --r-I----r / � I : L I � I ATTACHMENT. I FLOOR >4 I-, . I 1,r-J � I ;; APPROPRIATE 11 INTERMEDIATE I WALL(DTL 2/ST2) AND < - I * III I ANCHOR BOLTS PER NAIL POST TO PORCH I TRUSS BEARING BEGIN *EMBEDMENT* AT BASE I I L L I IKILIZ:�'3 M HEEL/END VERTICAL I � I'll-, � I-1 I . FRAMING MEMBERS OF CURB WALL. . 11 r1I OF TRUSS I � . I I R.. ,k. DETAIL A/ST1, TYP. . 1�111' I ,to' - 11 I IN . HEADER W/(1) ROW OF � I I �--i -- I . . 1,I I I - -.% - . WITH APPLICABLE REQ'D PLACEMENT � 11 I I ...1 � I � � �� . C)S-PiVEUT - -Z� . I I MANUFACTURER'S .I � .113110" NAILS 0 2" O/C. ROOF SYSTEM -OF OPTIONAL (1.1-0, FOUNADTION PER STRUCTURAL PLAN. WALL FRAMING 110d 0 6"o/c FROM CONT. I 1. � RO . -zsw* I � � INSTRUCTIONS & IK . � . I I -&--T STHD114's) HTT22's � , I 2x4 TO 2x4 BLOCKING I 1. � It V,.,-q!L-- . I L DIRECTIONS. I - I - ... I I I I . I .- . � I I . - � < + � I I I � I 1� 11 , I � . I / I . FRAME --- � 11 I I r I " , , � . I I I %\-- . - -- . -d I HORIZONTAL 2x4 SPF #2 1 1 C::R�", ( 1�q 7':`� �11` WOOD*Tie ANCHORING RODS t TRADITI I 1 171 (2) ROWS OF .1 31 NOT TO SCALE I ' BLOCKING BTWN TRUSS . .ftl N- P�- -,- ,� � I PORCH BEAM. SEE I . ROOF/FLOIR SHEATHING --_ . %-Of I I . I STRUCTURAL SHEET FOR-/ . � _/ PLAN VIEW"OFCM ER i" NAILS 0 6"o/c I . I I � . I I I -tPTEET" I I . EXTERIOR WALL-OPENING HEADER OR SLL 130 MPH,EXPOSURE B. . MINIMUM SIZE. I %-%- THICK (MIN.) APA- OR DETAIL � I . TRUSI TOP CHORD -------�- - - - . . I . ,� . I TECO-RATED SHEATHING w/ I . . f x I x Ll--,-- � � I I I I � MAXIMUM SPAN/OPENING FOR : " ING . 6"/6"o/c 8d NAILING. BLOCK 1% >< �� HEEL R END a /- I& A & In/ He, . I . I I �- v. G,z CONTINUOUS 2x4 SPF #2 W/ _______--SEE STRUCTURAL PLAN. MEMBER GIVEN WALL.HEIGHT 001,11,41ECTION REWIRED . . REQUIREMENTS. . ALL UNSUPPORTED PANEL EDGES . i�--Z--�L VERTI L OF TRUSS --- , I REQ'D 9. AT ENDS 1 4 1 - - -- 7� (3) .11311x3" NAILS TO EACH I i(5 2.SPF 8' 10' I 11' 12' 1 FORCH HEADER w/2x BLOCKING, . � . 2x CHIMNEY FRAMING I -- - ; --- 7T, � I I I � �. F PLYS TO � ___--MEMBERS - SEE STUD MIN. 7/16- THICK 24/16 SPAN . I . ., TRUSS VERTICAL & 0 6'o/c I 1-2X4 V-11" �-7.. 5-73-7= 4*-10" 4-D,131 X,5"TOE NAILS ' I I MATCH HEADER. STUD POST SIZE I TABLE FOR SIZE. SPECIES A 0 . . --.I � I 2x SYP BLOCKING w/,1310" 1-' -----) � INDEX) APA OR TE -RATED WALL . 1� .1131x2i" NAILS TO . 2-2X4 i 7'-2" W-10. 6-0 1 11 X 3- TOE NAIL AND GRADE TO MATCH WALL STUDS SHEATH CHIMNEY w/5/16" & MAX. a/c SPACING - . . I /=--c /: � . 8'-4- 7'-11" V-6% NAILS 0 6*o/c TO TOP OF TOP, 'Ir � SHEATHI :2 INTERMEDIATE BLOCKING.ADD 1 8'-8" 8'-2" 7'-9- � 7'- 7--l" 116-G.1.31 X 3- UNLESS NOTED OTHERWISE ON I >ASSEMBLY& TO TOP OF HARDIE wl 6"/6" 8d OR USE OVERALL CHIMNEY I . NG ATTACH TO FRAMING / 1,11- (1) MSTA18 STRAP W/(7) . . 2X6 �; TOE NAJL . HEIGHT FOR ING 0 ALL / /o F-- 1--P�l I 11'--O*�10'. 10'-l"112-A 'N A STRUCTURAL PLAN. CONNECT PLYS MBLY. 7/16- APA RATED PLYWOOD I >HEIGHT. UNSUPPORTED NEL EDGES / 1Od/END 0 EA. SPLICE (CONT. . I I I 2-2X6 �12'-4-1 11 , 35-S W/5dXI I I I PER DETAIL D/STI. I EXTERIOR W I W/6"-12' a/c. 8d I 2-ply 2x's AT CORNERS. k=--g- NAILING PER CA TABLE / /o/ I 2x4 MAYBE OMITTED IF (1) � 17�q . � MSTA118 IS USED FROM I / ALL --//// ON D/ / 1 3 of � DETAIL F/ST1 OR ALL OUT ON /�" . EXTERIOR WALL-OPENING HEAC'R OR SILL 130 MPH,EXPOSURE C. EXTERIOR WALL-OPENING HEADER OR SILL 130 MPH,EXPOSURE D. I IF THE HOUSE IS TIED DOWN USING TOP VIEW I STRUCTURA PLAN. III/ */ all/-* a-- */ a / - w I BLOCK-TO BLOCK ACROSS EA, . � L mom� : CONVENTIONAL STRAPPING, REFER TO THE I I -v-(1) MTS112 OR (1) MSTA18 � I I � TRUSS) I � . . MEMBER GIVEN WALL EIGHT GIVEN WALL HEIGHT I CONNECTION REQUIRED I . STRAP FOR A I . "�� I I - MAXIMUM SPAN/C�ENING FOR CONNECTION REQUIRED MEMBER MAXIMUM SPAN/OPENING FOR . STRUCTURAL SHEET AND DETAIL N/STI FOR . LOCKING BETWEEN SQUARE I - r I � . REQ'D Al ENDS REQ'D AT ENDS � TI DETAILS. . TRUSSES BELOW CHIMNEY WALLS CHIMNEY & (2) HTS20-S OR . I TRUSS-T>CONNECTOR:-,�� I I I I I ---7-r-9-----1V 11, 2,S � lio.2,SPF 8 12- 1 NO. PF 8, I 9' 10, 11, 12' . IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR W/(4) .131x3* TOE/END NAILS -I' (2) MSTA24-S FOR A I � `-DOUBUE TOP >�OF WALL . .. I AT EACH END OF BLOCKING TO RECTANGLE CHIMNEY 0 EA I I I I 1-2X4 5'-O" 4'-8" zF--11 3'-9" 3'-5" 4-0,131 X.3"TOE NAILS 1-2X4 4'-2" 3'-B' 3'-4� 3'-O' 2'-9" 4-0.131 X 3"TOE NAILS . D SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. FTER. I---I- E (DTL A/ST1) I -- I CORNER OF CHIMNEY TO � , I 11-1. ---- I -F--iF-61-7iw-� 5'-7" 5'- 2-2X4 6'-2" 5'-6' 5-O" 4'-6" 4'-2" 0-0,131 X 3"TOE NAILS I 1�1� ---- - - - ATCORNERS OFRECTANGULAR I . STUDS)/ SHEAR WALL � � = I -2-2X4 -- --1 2" 6-0.131 X 3"TOE-NAILS . I ----m� I RAFTER/TRUSS TOP CHORD OPTION #5 ** INSTALL WALL SHEATHING PANELS ,:� �-7" -2" 6-0.131 X 3"TOE NALS -2X6 6'-2" 5'-6- 5'-O' 4'-6- 4'-2* �-o.131 x -TOE NAILS I I CHIMNEYS. USE 2x8 (I.L.O. 2x4) 11 FRAMING SEE STRLf TURAL PLAN. INTERIOR OR EXTERIOR SHEAR-WALL WITH LONG AXIS (8' LENGTH) I 1--2X6 7'-4" F-il"-67-2;' 5' 5' 1 3 � 15d I OR 2x4 BLOCKING BELOW. S RUNNING I . --.-, ----. .-- I 2-2X6 I 10'-5" 9'-6", V-15"� 7'-9", 7--l- 2-A35-S W/8dX1 J"NAILS , 2-2X6 8'-6" 7'-7- V-10" 6'-2' 5-8- r2-�3-VS W/8dX1 r NAILI I . w/(8) NAILS/END (I.L.O. (4) 1 � i PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24*o/c TRUSS I �,I I 11111=1111111 III . NAILS). ----M N 11 END-VERTICALS -OR- BLOCK W/2x � � I . . I . SIDE VIE* I I FRAMING TO PROVIDE MAX. 16"o/c I I . --,-- 11 TYPICAL OPE�ING FRAMING DETAIL - U.N.,0. - O STUD WALL DETAIL CHIMNEY FRAMING DETAIL ; SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. ** I � . I NOT TO SCALE - NOT TO SCALE I I () PORCH CEILING SHEATHING DETAIL (TYP) � NOT TO SCALE � ). NOT TO SCALE I I � � I . ( SECT�) . . . I @) S�) NOT TO SCALE � . I , � . 11 . If . � � . - -- --- 11 11 e � 7 . � . I . I . I I I � ; - . I � I I I I I � . . . I ... I I I . . . I . . I I . I I � � 1"" OF � I I . . I M T A DO '. I"I- S T ' , .T' TA SS, To ,EDUL _S & I, I LE 'PLY CL E " *b PS a C�' � ' I ), 4 ' I � B W E C F E 0 N R 0 S NG A 0 RI N I I TH I S IDOCU -� F+ A S SOC ATED NSTRUM E r-to S ETR VICE FOR TMF P;zn I a 1 ]5/ 1 VOW4 \\ / I I FA I INT_22� I ? V \ -1 q21'5/8' " 1� /// ECTIONS 0 STUD D LING REQUIRED FOR I PLY S. i ,\ //> S' 'I tL 7 E F L.zt I 1 (2) 2.( ) 02 \\\,-- 4 TOGETHER W/ - 1 2_a/c. STAG M . � IN 12 -1 31 TRUSSE! . SPH4 6�8 0 Im , _ .. NOT REQ D .P ANCHORI NG R t I,-`� 1F.I...., - t, - !-.�,,�, e.,-.7-,-,.��,�- ..." .. - .. ,� ' ,�. , ' "" " I .'.... . I - . ,...- , .�,.,. , �.-.",-,-4 " .........-, ,.�. . -1 ..,"-�� . RA D , . � OOR) 6, 3 CC � I !::I ___ _ ___: ..... . 1111 4 1111 11 11 F 11 �, ,, _ _ ..... . ==_ _ /` F I I LPLAN S ' ,I-AI I Do . , '6 i i x , .1 .d I 1 �4 1 15 / I . � I I I I I I . I . I I I I I .I I � . . . I , I � I . � . . I I I ; I I I . I I . I I I I I I I � I I I I , I I I I I I I . I . I I I I - I I I I I I . .,I , ., I S E ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH 4" CONC SLAB W/ 6X6X10/1O WWF #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN SEE ST1 FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER OVER INSTRUMENT OF ENGINEER'S �CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): SERVICE FOR THE EXCLUSIVE USE MAY BE USED #5 DOWELS 0 CORNERS & 24"o c #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. 4" CONC SLAB W/ 6X6X10/1O WWF AS BRI --- ------- #5 HORIZ. 6" FROM END INFORMATION DERIVED FROM THIS OVER 6 MIL VAPOR BARRIER OVER CK LEDGE THEREAFTER - BEND ADE 48" MIN. OF VERTICALS. DOCUMENT, AND/OR ASSOCIATED x ICLEAN, W LL COMPACTED, TREATED FILL SLOPE GR _I ALL DOWELS 0 TOP & BOTTOM, (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENTS, MAY NOT BE USED < _11 I — (1) #4 REBAR CONT. CHEADER COURSE EMBED MINIMUM 6" INTO FOOTING 0 CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" SLOPE —————————— >_ >_ THEREAFTER — BEND ALL DOWELS 0 TOP & 72" FOR OTHER WORK(S) OR 00 m GRADE L DIMENSIONS ARE 0:� ry ..111 /48" INTO SLAB (GROUT ALL CELLS FROM END OF 0 BOTTOM, EMBED MINIMUM 6" INTO FOOTING PROJECT(S) WITHOUT THE Cq E .-I I IMIN. DISTANCES 1 4 SOLID) VERTICALS. 44 1 STORY I DIMENSIONS ARE 1 0 EXPRESS WRITTEN PERMISSION OF #5 VERTICALS 72" INTO SLAB (GROUT ALL CELLS SOLID) C-4 r CLEAN COMPACTED 611 DISTANCES Z THE PROJECT ENGINEER IDENTIFIED 1 2 STORY IMIN.__ 0 24" O/C BELOW. 00 SAND FILL 6" A Loolooloom 0 -7 EMBEDDED STRAPS #_9 VERTICAI S (a Ir SPACING REV DESCRIPTION (TYP. HORIZONTAL W/O BRICK MUST BE INSTALLED W/ TO 12 COURSES: 24"o/c (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16"o/c - BEND ALL SLOPE OF ADDITIONAL PIECE OF #4 CORNERS & 48"o/c THEREAFTER REINFORCEMENT): (2) 1 1 1* > it GRADE S. REBAR PER SIMPSON W1.7(MW11) LONGITUDINAL 00000ll�- (m LIF 2 (TYP.) W/ BRIC�4 INSTRUCTIONS. DOWELS 0 TOP & BOTTOM, EMBED MINIMUTO 6" WIRES SPACED @ 16" O/C. 11- � I 3 FOOTING /12" INTO SLAB (GROUT ALL 13-1/2 < 15 COURSES: 8"o/c INTO PROVIDE HORIZONTAL 8" CMUj FILL ALL CELLS SOLID. -3 1 STOR FOO NG SIZE MAX. STEMWALL HEIGHT: (5) CELLS SOLID) 11;r REINFORCEMENT WITHIN 16" w/ 3,000psi GROUT. > IL W/o BRICK, 12- WIDE W/ (2)#4 OR (2)#5 CONT. 8" COURSES. FOR WALLS > 1 STORY FOOTING SIZE OF TOP AND BOTTOM OF ADD CLEAN FILL D COMPACT WIO BRICK 16%10" W/ (2)#5 CONT. OR (2) # L 1 12"1 A FTS. 41 W/ BRICK 20- WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 (5) 8- COURSES HIGH USE W/ BRICK 20"00" W/ (2)#5 CONT, OR (3) MASONRY STEM WALL. 4alloom Ell E, L" 2 STORY W/o BRICK 16- WIDE W/ (2)#5 CONT. OR (3) #4 DETAIL 1A/ST2 OR 1B/ST2 2 STORY LAP ALL REINFORCEMENT MINIMUM 40 m-11�- DEPENDING ON WALL HEIGHT. W/O BRICK 20:,10:: W/ (2)#5 CONT. OR (3) # 8" CMUj GROUT ALL CELLS #5 HORIZ, NEAR MID-HEIGHT. DIAMETERS AT ALL JOINTS., The W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) W/ BRICK 24 x1O W/ (3)#5 CONT. OR (4) # SOLID. MAX. (10) COURSES. TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL (TYP. HORIZONTAL CASTILLO ALE CLEAN FILL AND COMPACT #5 HORIZ. @ EACH NOT TO SCALE NOT TO SC ADD r REINFORCEMENT): (2) -4th COURSE IN 12" (MAX.) LIFTS. Wl.7(MW11) LONGITUDINAL Group I—I I I-M I WIRES SPACED @ 16" O/C. A Florida Corporation STANDARD FOOTING SEE DETAIL BELOW EMBEDDED PROVIDE HORIZONTAL MIN m STRAPS MUST BE SEE ST1 FOR VERTICAL WALL CONNECTION. REINFORCEMENT WITHIN 16" OF Designers TOP AND BOTTOM OF INSTALLED W/ 5 1/ 5 1/2- WIDE CONC. SILL TOP AT MAIN MAX. 2 COURSES MASONRY STEM WALL. 11 2"d. X 24"w. 2,500psi CONC. Engineers OF #4 REBAR PER WALL CONNECTION. FOOTING W/ (3) #5 REBAR EXCEPT: 655o Roosevelt Blvd. ADDITIONAL PIECE SLAB LEVEL, TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL AT-2i ST Jacksonville,Fl,32244 SIMPSON VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING (1)#4 CONT. IN SOLID GROUTED ORY WITH BRICK, USE 12"d -61oo W/ (4) #5. (904)772 =O"W. FIL CoA NO.29 ANALYSIS) INSTRUCTIONS. WIDTH BY MORE THAN 2" REQ ADDITIONAL U-BLOCK COURSE 015 4 11 CONC SLAB W/ 6x6x1O/1O WWF TYPICAL SLAB 4, OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. OCLEAN, WELL COMPACTED, TREATED FILL REINF. a—,0 1. 1 STOR FOOTING SIZE SLOPE W/O BRICK 16"x`10" W/ (2)#4 CONT. IIN 11-1111 W/ BRICK 20"00" W/ (3)#4 OR (2)#5 CONT. m GRADE 5' YPICAL FOOTING SEE 1/ST2 FOR 2 STORY UJ CLEAN COMPACTED ........ SIZE/REINFORCEMENT W/O BRICK 20:xlO:: W/ (3)#4 OR (2)#5 CONT. LO W/ BRICK 24 AO W/ (4)#4 OR (3)#5 CONT. Z SAND FILL E 00 TYPICAL FOUNDATION 10<15 COURSES STEM WALL FOUNDATION IMENSIONS ARE Jill. FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD PN. DISTANCES 6<10 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4". X 12" 4" CONC SLAB W/ 6X6X10/1O WWF V 1 1/2" THRESHOLD EXP. JOINT AT GARAGE DOOR OVER 6 MIL VAPOR BARRIER OVER DEPTH = STUD + (FROM 4- CONC SLAB W/ 6X6X10/1O WWF CLEAN, WELL COMPACTED, TERMITE 1 1/4 OVER 6 MIL VAPOR BARRIER OVER TREATED FILL OUTSIDE FACE OF BLOCK) CLEAN, WELL COMPACTED, TERMITE RECESS SLAB 3/4- FOR SGD 4" CONC SLAB W/ 6X6X10/1O WWF TREATED FILL 4" CONIC SLAB W/ 6X6X10/1O WWF OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE? FILL -1 1�� TYP. SLAB - 2 CLEAN, WELL COMPACTED, TREATED FILL SAW CUT IN 15'05' GRID. 1" DEEP WHILE CONCRETE ---------- -olooloolooll""I IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) Illooll 77= 5' C/ YPICAL FOOTING SEE I/ST2 FOR 6 MIL VAPOR BARRIER 00 CLEAN COMPACTED SIZE/REINFORCEMENT ------ SAND FILL C ONT. (2)#4 CONT. I E'd I I F I 11 12" "�El #4 d 1111 TYPICAL FOUNDATION Go 16"' 11allaaallooloolooll I—I I IR 1 STORY)" HIM 1 20 2 STORY) SLOPED TURNED DOWN EDGE r6 FOUNDATION AT S.G.D. FOUNDATION AT S.G.D. \,��T2 NOT TO SCALE CONTROL JOINT-FOR CRACK QONTROL INTERIOR LOAD BEARING NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HOLD HDR. BLK. TO OUTSIDE 4" CONC SLAB W/ 6X6X1O/1O WWF 111aaaalla- OVER 6 MIL VAPOR BARRIER OVER 1 1/2' CLEAN, WELL COMPACTED, TREATED FLL 14" CONC SLAB W/ 6X6X10/1O WWF JOVER 6 MIL VAPOR BARRIER OVER TYP. SLAB CLEAN, WELL COMPACTED, TREATED FILL 1 1/211 r A. j. 4" CONC SLAB W/ 6X6X10/1O WWF VARIES OVER 6 MIL VAPOR BARRIER OVER CLEAN, W LL COMPACTED, TREATED FILL loll loll MIL VAP 0 R BARRIER -n 5* 1)#4 CONT. TYPICAL r'007ING SEE 1/ST2 (2)#4 CONT. SIZE/REINFORCEMENT �1 I IEEI I I 1 71:L'=" 6" '11 STOR TYPICAL FOUNDATION Y) ry 20" -lit �2 S TOR Y� TURNED DOWN EDGE LOAD BEARING STEP DOWN FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE LL. LLJ HEADER BLOCK OR V) FORMED & CAST @ STEP 4" CONC SLAB W/ 6X6X1O/1O WWF DOWN (1)#5 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER 8"x8" CHASE IN CLEAN, WELL COMPACTED, TERMITE 7. VARIES TREATED FILL A.: CONC. BLOCK STEM —————————— WALL. TYP. SLAB SLOPE VARIES loll GROUT SOLID GRADE AROUND PIPE t7 GROUT SOLID :d I I R DESIGN RW AROUND PIPE YPICAL FOOTING EE I/ST2 DRAFT MEB FOR SIZE/ S SAND FILL CLEAN COMPACTED 8" MIN. DEEPEN HICK S FOOTING 0 CHASE TYPICAL FOUNDATION I I IN FOR SIZE/REINFORCEMENT IYPICAL FOOTING SEE 1/ST2 REINFORCEMENT LOCATION AS REQ'D TO SCALE N.T.S. PROVIDE PROPER FOOTING DEPTH. DATE 7.7,2015 NON-LOAD BEARING STEP DOWN NOT TO SCALE JOB NO. JOB (VAYBE USED AS SUNKEN SHOWER DETAIL) FOUNDATION WZ UTILITY CHASE FOUNDATION WZ UTILITY CHASE LOAD BEARING STEP DOWN S FT. SQ.FT. NOT TO SCALE NOT TO SCALE NOT TO SCALE Projelct-Itngin�<: STANDARD FOUNDATION DETAILS MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS a fl4-1*et4,\x,,,WOOdw'a'-N,PE rn 0 -Prbfiio4�ionallNigineer. THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundotion Note,* Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction 0> 'F1 �msa�&61947 , ;< 4 STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable see ST1 for specifics. 7Z (2) #4 DOWELS, PER TYPICAL --EPDXIED ATR TOP OF SLAB EXPANSION TYPICAL FOUNDATION _�HOLD-DOWN PER JOINT TOP OF POOL FOUNDATION DETAIL. CAST INTOPAD STRUCTURAL PLANS DECKING ARS "W111 TYPICAL FOUNDATION FOOTING OR EPDXIED W/ MIN. 6" (1) #5 VERT 0 EACH tf .4io X 'EMBEDMENT, CENTER 4" IN PAD SIDE OF STEM WALL HEIGHT CHANGE 3 & L G V HORIZONTAL #5'S W-22: SLOPE FTN'G. PADS 36"x3 ER: TYPICAL OUNDATION k r,AMM Ile GRADE V 0 16" ,O/C. USE (3) #5 DOWELS. F OUNDA,I I vim oil . X POOL TO SHEET 00 TYPICAL FOUNDATI CONT. SLOPE 11 —=LEA CO PACTED ------ SEE DETAIL BE a V It SLOPE GRADE —T WND FILL III REBAR Z x DESIGNED 11 1 BY OTHERS. rr— A ON ILI I IT #4 VERTICAL K/ CONT. REBAR N fj�L I SLOPE REBAR PER X /< v El "kILIE1 IAN COMPACTED GRAD 11 L j TYPICAL D z .I < ". . I- I— GRADE 4' r-————————— U_j coli� =>a- & FOUNDATION 4 J) \X a. ov) r UL I AIL "��PLANS FOR PAD 4 of �; SEE STRUCTURAL CONT z L---------i X W REBAR FOOTING SIZE, a. To 0_j SEE STRUCTURAL N\ LOCATION & _j REBAR SPEC'S. 45�\ L_Lf'*,�_PLANS FOR PAD PAD B`ASE SEE STRUCTURAL FOOTING SIZE, xnz ��\CLEAN COMP PER STRUCTURAL PLAN UJI PLANS FOR SIZE, LOCATION & a-0 �,�\/5AND FILL HORIZONTAL REBAR q UK >/ T2 LOCATION & PAD BASE 4 PER 5 STEM WALL WZ 458 CORNER DETAIL SECTION VIEW I I AR SPEC'S. Cl VIN. FACE VIEW 11 SECTI N VIEW 1 5 NOT TO SCALE PAD BASE REBAR SPEC'S. PER STRUCTURAL PLAN I ��11 SEE STRUCTURAL PER STRUCTURAL PLAN CLEAN COMPACTED PLANS FOR SIZE, SAND FILL r 11 WALL H LOCATION & FOUNDATION 0 POOL EIGHT PAD FOOTING FOR MONO SLAB PAD BASE NOT -�O SCALE NOT TO SCALE PAD FOOTING FOR STEM WALL PER STRUCTURAL PLAN REBAR SPEC'S. NOT TO SCALE NOTTO SCALE FACE VIEW _L/F 4/8'—M Z7 2 MI r-F I N I is_L_II _IV71 1�,E_I